32
ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO: "MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU" Departamento: Propietario: Provincia: Consultor: Distritos: Fecha: CUSCO LA CONVENCION MARANURA - SANTA TERESA PROVIAS NACIONAL CONSORCIO VIAL MACHUPICCHU DICIEMBRE 2013 PLANTILLA DE CIERRE DE NIVELACION PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS PG-01 2.368 1179.9065 1177.539 BM-00 1.407 1180.030 1178.623 BM AUX 1 1.112 1180.0525 0.966 1178.941 P2 1.463 1178.5665 PI-00 0.880 1179.173 PI-01 1.027 1179.003 P1 1.256 1178.797 P1 1.233 1178.797 PI-01 1.050 1179.003 PI-00 0.857 1179.173 P2 1.486 1178.567 BM AUX 1 0.977 1179.9185 1.088 1178.942 BM-00 1.430 1178.623 PG-01 2.379 1177.540 0.100 Km COTA KILOMETRAJE 0.001 m 1179.173 PI-00 1178.797 P1 1179.003 PI-01 1178.567 P2 1178.623 BM-00 0.100 Km Dato de Campo 0.0010 m Dato de Campo 0.0020 m Paràmetro PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS BM AUX 1 0.963 1179.9035 1178.941 P3 2.673 1175.9985 1173.326 PC 2.089 1177.815 PI-02 2.209 1177.7135 0.494 1175.5045 0+010 2.312 1177.592 BM AUX 2 2.509 1180.0135 0.209 1177.5045 0+020 2.579 1177.325 BM AUX 1 1.071 1178.943 PT 2.713 1177.191 BM AUX 2 0.067 1177.571 2.400 1177.504 PI-04 3.828 1170.417 1166.589 0+040 0.339 1177.232 PI-03 2.108 1172.347 0.178 1170.239 PC 0.656 1176.915 BM AUX 3 2.018 1173.646 0.719 1171.628 0+060 1.851 1175.720 P3 0.323 1173.323 PI-02 0.524 1176.029 2.066 1175.505 0+080 1.789 1174.240 PI-05 1.695 1167.711 1166.016 PT 2.158 1173.871 BM AUX 3 0.772 1167.751 0.732 1166.979 P3 0.116 1173.442 2.703 1173.326 PI-04 1.161 1166.590 PC 0.617 1172.825 0+100 0.942 1172.500 P5 1.538 1167.330 1165.792 0+120 2.401 1171.041 PI-05 1.314 1166.016 PI-03 0.215 1170.453 3.204 1170.238 0+140 1.081 1169.372 BM AUX 4 1.430 1167.241 1165.811 0+160 2.888 1167.565 P5 1.449 1165.792 PT 3.245 1167.208 PC 3.275 1167.178 P-6 0.775 1167.647 1166.872 0+180 3.665 1166.788 BM AUX 4 1.836 1165.811 0+183 3.832 1166.621 0+186 3.988 1166.465 PI-08 0.562 1168.701 1168.139 0+190 3.977 1166.476 P6 1.829 1166.872 0+200 3.921 1166.532 PI-04 2.051 1168.640 3.864 1166.589 BM AUX 5 1.679 1168.222 1166.543 0+210 2.185 1166.455 P7 1.304 1168.574 0.952 1167.270 0+220 2.226 1166.414 PI-08 0.436 1168.138 PT 2.275 1166.365 0+230 2.256 1166.384 BM-01 0.835 1167.959 1167.124 0+240 2.225 1166.415 BM AUX 5 1.417 1166.542 0+250 2.276 1166.364 0+260 2.284 1166.356 0.990 Km 0+280 2.252 1166.388 0.0080 m PC 2.266 1166.374 BM AUX 3 2.734 1169.714 1.660 1166.980 P4 0.599 1169.115 0+290 3.383 1166.331 0+300 3.474 1166.240 0+310 3.507 1166.207 PI-05 1.547 1167.563 3.698 1166.016 0.990 Km Dato de Campo 0+320 1.460 1166.103 0.0080 m Dato de Campo 0+330 1.534 1166.029 0.0198 m Paràmetro 0+340 1.643 1165.920 0+350 1.601 1165.962 0+360 1.553 1166.010 0+370 1.445 1166.118 COTA KILOMETRAJE PT 1.433 1166.130 1177.592 0+010 0+380 1.385 1166.178 1177.325 0+020 0+390 1.322 1166.241 1177.232 0+040 0+393 1.411 1166.152 1175.720 0+060 0+395 1.479 1166.084 1174.240 0+080 0+398 1.332 1166.231 1172.500 0+100 0+400 1.250 1166.313 1171.041 0+120 0+410 1.572 1165.991 1169.372 0+140 0+420 1.688 1165.875 1167.565 0+160 0+440 1.710 1165.853 1166.788 0+180 PC 1.687 1165.876 1166.476 0+190 0+450 1.723 1165.840 1166.532 0+200 0+460 1.700 1165.863 1166.455 0+210 0+470 1.715 1165.848 1166.414 0+220 0+480 1.770 1165.793 1166.384 0+230 0+490 1.761 1165.802 1166.415 0+240 0+500 1.735 1165.828 1166.364 0+250 P5 1.451 1167.243 1.771 1165.792 1166.356 0+260 0+510 1.460 1165.783 1166.388 0+280 0+520 1.500 1165.743 1166.331 0+290 PI-06 1.461 1165.782 1166.240 0+300 0+540 1.425 1165.818 1166.207 0+310 0+560 1.306 1165.937 1166.103 0+320 0+580 1.320 1165.923 1166.029 0+330 PT 1.300 1165.943 1165.920 0+340 0+590 1.220 1166.023 1165.962 0+350 0+600 1.304 1165.939 1166.010 0+360 BM AUX 4 1.832 1167.643 1.432 1165.811 1166.118 0+370 0+610 1.605 1166.038 1166.178 0+380 0+620 1.448 1166.195 1166.241 0+390 0+630 1.323 1166.320 1166.313 0+400 0+640 1.357 1166.286 1165.991 0+410 0+650 1.371 1166.272 1165.875 0+420 PC 1.345 1166.298 1165.853 0+440 0+660 1.335 1166.308 1165.840 0+450 0+670 1.223 1166.420 1165.863 0+460 0+680 1.075 1166.568 1165.848 0+470 0+690 0.917 1166.726 1165.793 0+480 0+700 0.847 1166.796 1165.802 0+490 P6 1.822 1168.694 0.771 1166.872 1165.828 0+500 PI-07 1.693 1167.001 1165.783 0+510 0+710 1.830 1166.864 1165.743 0+520 0+720 1.828 1166.866 1165.818 0+540 0+730 1.756 1166.938 1165.937 0+560 0+740 1.614 1167.080 1165.923 0+580 PT 1.373 1167.321 1166.023 0+590 0+760 1.229 1167.465 1165.939 0+600 PC 1.111 1167.583 1166.038 0+610 0+780 1.110 1167.584 1166.195 0+620 0+790 1.217 1167.477 1166.320 0+630 0+800 1.280 1167.414 1166.286 0+640 PI-08 0.45 1168.589 0.555 1168.139 1166.272 0+650 0+810 1.278 1167.311 1166.308 0+660 0+820 1.377 1167.212 1166.420 0+670 PT 1.505 1167.084 1166.568 0+680 0+840 1.888 1166.701 1166.726 0+690 P7 0.978 1168.248 1.319 1167.270 1166.796 0+700 0+853.5 1.780 1166.468 1166.864 0+710 0+860 1.728 1166.520 1166.866 0+720 0+870 1.710 1166.538 1166.938 0+730 0+880 1.718 1166.530 1167.080 0+740 0+890 1.705 1166.543 1167.465 0+760 0+900 1.710 1166.538 1167.584 0+780 BM AUX 5 1.426 1167.969 1.705 1166.543 1167.477 0+790 0+910 1.445 1166.524 1167.414 0+800 0+920 1.513 1166.456 1167.311 0+810 PC 1.542 1166.427 1167.212 0+820 PI-09 1.566 1166.403 1166.701 0+840 P8 1.505 1166.464 1166.520 0+860 0+940 1.471 1166.498 1166.538 0+870 PT 1.476 1166.493 1166.530 0+880 0+950 1.389 1166.580 1166.543 0+890 0+960 1.363 1166.606 1166.538 0+900 0+970 1.328 1166.641 1166.524 0+910 0+980 1.202 1166.767 1166.456 0+920 0+990 1.100 1166.869 1166.498 0+940 PC 1.042 1166.927 1166.580 0+950 1+000 1.038 1166.931 1166.606 0+960 BM-01 0.845 1167.124 1166.641 0+970 1166.767 0+980 1166.869 0+990 PERFIL LONGITUDINAL 1166.931 1+000 ESC. 1/100 Error de Cierre Màximo (Cada 0.500 Km): TRAMO NIVELADO: KM 00+010 AL KM 01+000 ERROR DE CIERRE : PARÁMETROS Error de Cierre Màximo : PARÁMETROS ERROR DE CIERRE : NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE LONGITUD NIVELADA : NIVELACIÓN CORRECTA…OK… Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m Tramo Longitud Nivelada : Error de Cierre : Error de Cierre Máximo : 0.020 m/Km 0.0100 m TRAMO NIVELADO: KM 00+000 AL KM 00+100 LONGITUD NIVELADA : NIVELACIÓN PRINCIPAL DATOS Error de Cierre Màximo : COTAS DATOS KILOMETRAJE 0.020 m/Km COMPROBACIÓN NIVELACION DE CIERRE Error de Cierre Màximo (Cada 0.500 Km): Comprob. Error de Cierre : 0.0100 m 0.0020 m Error de Cierre Màximo (Cada 0.100 Km): NIVELACIÓN CORRECTA…OK… Error de Cierre Máximo : Comprob. Error de Cierre : Tramo Longitud Nivelada : Error de Cierre : COMPROBACIÓN 1165.00 1170.00 1175.00 1180.00 1185.00 10 110 210 310 410 510 610 710 810 910 ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

ANEXO 07

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Page 1: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

CUSCO

LA CONVENCION

MARANURA - SANTA TERESA

PROVIAS NACIONAL

CONSORCIO VIAL MACHUPICCHU

DICIEMBRE 2013

PLANTILLA DE CIERRE DE NIVELACION

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

PG-01 2.368 1179.9065 1177.539 BM-00 1.407 1180.030 1178.623

BM AUX 1 1.112 1180.0525 0.966 1178.941 P2 1.463 1178.5665

PI-00 0.880 1179.173 PI-01 1.027 1179.003

P1 1.256 1178.797 P1 1.233 1178.797

PI-01 1.050 1179.003 PI-00 0.857 1179.173

P2 1.486 1178.567 BM AUX 1 0.977 1179.9185 1.088 1178.942

BM-00 1.430 1178.623 PG-01 2.379 1177.540

0.100 Km

COTA KILOMETRAJE 0.001 m

1179.173 PI-00

1178.797 P1

1179.003 PI-01

1178.567 P2

1178.623 BM-00

0.100 Km Dato de Campo

0.0010 m Dato de Campo

0.0020 m Paràmetro

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM AUX 1 0.963 1179.9035 1178.941 P3 2.673 1175.9985 1173.326

PC 2.089 1177.815 PI-02 2.209 1177.7135 0.494 1175.5045

0+010 2.312 1177.592 BM AUX 2 2.509 1180.0135 0.209 1177.5045

0+020 2.579 1177.325 BM AUX 1 1.071 1178.943

PT 2.713 1177.191

BM AUX 2 0.067 1177.571 2.400 1177.504 PI-04 3.828 1170.417 1166.589

0+040 0.339 1177.232 PI-03 2.108 1172.347 0.178 1170.239

PC 0.656 1176.915 BM AUX 3 2.018 1173.646 0.719 1171.628

0+060 1.851 1175.720 P3 0.323 1173.323

PI-02 0.524 1176.029 2.066 1175.505

0+080 1.789 1174.240 PI-05 1.695 1167.711 1166.016

PT 2.158 1173.871 BM AUX 3 0.772 1167.751 0.732 1166.979

P3 0.116 1173.442 2.703 1173.326 PI-04 1.161 1166.590

PC 0.617 1172.825

0+100 0.942 1172.500 P5 1.538 1167.330 1165.792

0+120 2.401 1171.041 PI-05 1.314 1166.016

PI-03 0.215 1170.453 3.204 1170.238

0+140 1.081 1169.372 BM AUX 4 1.430 1167.241 1165.811

0+160 2.888 1167.565 P5 1.449 1165.792

PT 3.245 1167.208

PC 3.275 1167.178 P-6 0.775 1167.647 1166.872

0+180 3.665 1166.788 BM AUX 4 1.836 1165.811

0+183 3.832 1166.621

0+186 3.988 1166.465 PI-08 0.562 1168.701 1168.139

0+190 3.977 1166.476 P6 1.829 1166.872

0+200 3.921 1166.532

PI-04 2.051 1168.640 3.864 1166.589 BM AUX 5 1.679 1168.222 1166.543

0+210 2.185 1166.455 P7 1.304 1168.574 0.952 1167.270

0+220 2.226 1166.414 PI-08 0.436 1168.138

PT 2.275 1166.365

0+230 2.256 1166.384 BM-01 0.835 1167.959 1167.124

0+240 2.225 1166.415 BM AUX 5 1.417 1166.542

0+250 2.276 1166.364

0+260 2.284 1166.356 0.990 Km

0+280 2.252 1166.388 0.0080 m

PC 2.266 1166.374

BM AUX 3 2.734 1169.714 1.660 1166.980

P4 0.599 1169.115

0+290 3.383 1166.331

0+300 3.474 1166.240

0+310 3.507 1166.207

PI-05 1.547 1167.563 3.698 1166.016 0.990 Km Dato de Campo

0+320 1.460 1166.103 0.0080 m Dato de Campo

0+330 1.534 1166.029 0.0198 m Paràmetro

0+340 1.643 1165.920

0+350 1.601 1165.962

0+360 1.553 1166.010

0+370 1.445 1166.118 COTA KILOMETRAJE

PT 1.433 1166.130 1177.592 0+010

0+380 1.385 1166.178 1177.325 0+020

0+390 1.322 1166.241 1177.232 0+040

0+393 1.411 1166.152 1175.720 0+060

0+395 1.479 1166.084 1174.240 0+080

0+398 1.332 1166.231 1172.500 0+100

0+400 1.250 1166.313 1171.041 0+120

0+410 1.572 1165.991 1169.372 0+140

0+420 1.688 1165.875 1167.565 0+160

0+440 1.710 1165.853 1166.788 0+180

PC 1.687 1165.876 1166.476 0+190

0+450 1.723 1165.840 1166.532 0+200

0+460 1.700 1165.863 1166.455 0+210

0+470 1.715 1165.848 1166.414 0+220

0+480 1.770 1165.793 1166.384 0+230

0+490 1.761 1165.802 1166.415 0+240

0+500 1.735 1165.828 1166.364 0+250

P5 1.451 1167.243 1.771 1165.792 1166.356 0+260

0+510 1.460 1165.783 1166.388 0+280

0+520 1.500 1165.743 1166.331 0+290

PI-06 1.461 1165.782 1166.240 0+300

0+540 1.425 1165.818 1166.207 0+310

0+560 1.306 1165.937 1166.103 0+320

0+580 1.320 1165.923 1166.029 0+330

PT 1.300 1165.943 1165.920 0+340

0+590 1.220 1166.023 1165.962 0+350

0+600 1.304 1165.939 1166.010 0+360

BM AUX 4 1.832 1167.643 1.432 1165.811 1166.118 0+370

0+610 1.605 1166.038 1166.178 0+380

0+620 1.448 1166.195 1166.241 0+390

0+630 1.323 1166.320 1166.313 0+400

0+640 1.357 1166.286 1165.991 0+410

0+650 1.371 1166.272 1165.875 0+420

PC 1.345 1166.298 1165.853 0+440

0+660 1.335 1166.308 1165.840 0+450

0+670 1.223 1166.420 1165.863 0+460

0+680 1.075 1166.568 1165.848 0+470

0+690 0.917 1166.726 1165.793 0+480

0+700 0.847 1166.796 1165.802 0+490

P6 1.822 1168.694 0.771 1166.872 1165.828 0+500

PI-07 1.693 1167.001 1165.783 0+510

0+710 1.830 1166.864 1165.743 0+520

0+720 1.828 1166.866 1165.818 0+540

0+730 1.756 1166.938 1165.937 0+560

0+740 1.614 1167.080 1165.923 0+580

PT 1.373 1167.321 1166.023 0+590

0+760 1.229 1167.465 1165.939 0+600

PC 1.111 1167.583 1166.038 0+610

0+780 1.110 1167.584 1166.195 0+620

0+790 1.217 1167.477 1166.320 0+630

0+800 1.280 1167.414 1166.286 0+640

PI-08 0.45 1168.589 0.555 1168.139 1166.272 0+650

0+810 1.278 1167.311 1166.308 0+660

0+820 1.377 1167.212 1166.420 0+670

PT 1.505 1167.084 1166.568 0+680

0+840 1.888 1166.701 1166.726 0+690

P7 0.978 1168.248 1.319 1167.270 1166.796 0+700

0+853.5 1.780 1166.468 1166.864 0+710

0+860 1.728 1166.520 1166.866 0+720

0+870 1.710 1166.538 1166.938 0+730

0+880 1.718 1166.530 1167.080 0+740

0+890 1.705 1166.543 1167.465 0+760

0+900 1.710 1166.538 1167.584 0+780

BM AUX 5 1.426 1167.969 1.705 1166.543 1167.477 0+790

0+910 1.445 1166.524 1167.414 0+800

0+920 1.513 1166.456 1167.311 0+810

PC 1.542 1166.427 1167.212 0+820

PI-09 1.566 1166.403 1166.701 0+840

P8 1.505 1166.464 1166.520 0+860

0+940 1.471 1166.498 1166.538 0+870

PT 1.476 1166.493 1166.530 0+880

0+950 1.389 1166.580 1166.543 0+890

0+960 1.363 1166.606 1166.538 0+900

0+970 1.328 1166.641 1166.524 0+910

0+980 1.202 1166.767 1166.456 0+920

0+990 1.100 1166.869 1166.498 0+940

PC 1.042 1166.927 1166.580 0+950

1+000 1.038 1166.931 1166.606 0+960

BM-01 0.845 1167.124 1166.641 0+970

1166.767 0+980

1166.869 0+990

PERFIL LONGITUDINAL 1166.931 1+000

ESC. 1/100

Error de Cierre Màximo (Cada 0.500 Km):

TRAMO NIVELADO: KM 00+010 AL KM 01+000

ERROR DE CIERRE :

PARÁMETROS

Error de Cierre Màximo :

PARÁMETROS

ERROR DE CIERRE :

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

NIVELACIÓN CORRECTA…OK…

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

0.020 m/Km

0.0100 m

TRAMO NIVELADO: KM 00+000 AL KM 00+100

LONGITUD NIVELADA :

NIVELACIÓN PRINCIPAL

DATOS

Error de Cierre Màximo :

CO

TA

S

DATOS

KILOMETRAJE

0.020 m/Km

COMPROBACIÓN

NIVELACION DE CIERRE

Error de Cierre Màximo (Cada 0.500 Km):

Comprob. Error de Cierre :

0.0100 m

0.0020 mError de Cierre Màximo (Cada 0.100 Km):

NIVELACIÓN CORRECTA…OK…

Error de Cierre Máximo :

Comprob. Error de Cierre :

Tramo Longitud Nivelada :

Error de Cierre :

COMPROBACIÓN

1165.00

1170.00

1175.00

1180.00

1185.00

10 110 210 310 410 510 610 710 810 910

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 2: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-01 1.609 1168.7325 1167.124 PI-11 1.124 1168.6935 1167.570

1+010 1.738 1166.995 BM-01 1.570 1167.1235

1+020 1.685 1167.048

1+030 1.560 1167.173 PI-12 0.170 1171.145 1170.975

1+040 1.479 1167.254 PI-11 3.576 1167.569

PT 1.459 1167.274

PC 1.462 1167.271 PI-13 0.140 1176.660 1176.520

1+050 1.445 1167.288 P10 0.286 1175.711 1.235 1175.425

1+060 1.427 1167.306 PI-12 4.736 1170.975

1+070 1.345 1167.388

1+080 1.212 1167.521 PI-14 0.242 1183.680 1183.438

1+090 0.992 1167.741 BM AUX 7 0.164 1180.920 2.924 1180.756

1+100 0.776 1167.957 PI-13 4.399 1176.521

PI-10 0.800 1167.933

PI-11 3.011 1170.581 1.163 1167.570 BM AUX 10 0.025 1187.461 1187.436

P9 1.563 1169.018 PI-14 4.023 1183.438

PT 2.595 1167.986

1+110 2.341 1168.240 PI-15 0.282 1194.684 1194.402

PC 2.170 1168.411 BM AUX 11 0.103 1190.725 4.062 1190.622

1+120 2.038 1168.543 BM AUX 10 3.288 1187.437

1+130 1.735 1168.846

1+140 1.439 1169.142 P11 2.360 1196.473 1194.113

1+150 1.082 1169.499 PI-15 2.071 1194.402

1+160 0.636 1169.945

1+170 0.121 1170.460 PI-18/P12 3.289 1190.139 1186.850

BM AUX 6 2.059 1171.891 0.749 1169.832 BM AUX 12 4.124 1194.192 0.071 1190.068

1+180 0.995 1170.896 P11 0.080 1194.112

1+190 0.516 1171.375

1+200 0.055 1171.836 PI-19 1.051 1187.515 1186.464

PI-12 4.91 1175.885 0.916 1170.975 PI-18/P12 0.665 1186.850

1+220 3.063 1172.822

1+240 1.705 1174.180 BM-02 3.084 1187.063 1183.979

1+250 1.050 1174.835 PI-19 0.599 1186.464

PT 0.847 1175.038

PC 0.712 1175.173 0.990 Km

1+260 0.402 1175.483 0.0040 m

P10 1.852 1177.275 0.462 1175.423

1+270 1.281 1175.994

1+280 0.875 1176.400

1+290 0.687 1176.588

1+300 0.860 1176.415

PI-13 1.275 1177.795 0.755 1176.520

1+310 3.466 1174.329 0.990 Km Dato de Campo

PT 2.858 1174.937 0.0040 m Dato de Campo

1+320 0.586 1177.209 0.0198 m Paràmetro

1+327 1.065 1176.730

1+328 1.802 1175.993

1+329 1.300 1176.495

BM AUX 7 4.187 1181.286 0.696 1177.099 COTA KILOMETRAJE

1+340 1.654 1179.632 1166.995 1+010

1+350 1.306 1179.980 1167.048 1+020

1+360 0.904 1180.382 1167.173 1+030

1+370 0.193 1181.093 1167.254 1+040

BM AUX 8 3.305 1184.058 0.533 1180.753 1167.288 1+050

1+380 3.298 1180.760 1167.306 1+060

PC 3.435 1180.623 1167.388 1+070

1+400 0.885 1183.173 1167.521 1+080

PI-14 2.601 1186.039 0.620 1183.438 1167.741 1+090

1+420 2.227 1183.812 1167.957 1+100

1+430 1.884 1184.155 1168.240 1+110

1+440 1.687 1184.352 1168.543 1+120

PT 1.672 1184.367 1168.846 1+130

1+450 1.446 1184.593 1169.142 1+140

1+460 0.808 1185.231 1169.499 1+150

1+470 0.760 1185.279 1169.945 1+160

1+480 0.068 1185.971 1170.460 1+170

BM AUX 9 3.071 1188.379 0.731 1185.308 1170.896 1+180

1+490 1.518 1186.861 1171.375 1+190

1+500 0.991 1187.388 1171.836 1+200

BM AUX 10 3.815 1191.251 0.943 1187.436 1172.822 1+220

1+520 2.837 1188.414 1174.180 1+240

1+540 1.672 1189.579 1174.835 1+250

1+560 0.577 1190.674 1175.483 1+260

PC 0.533 1190.718 1175.994 1+270

BM AUX 11 4.088 1194.710 0.629 1190.622 1176.400 1+280

1+570 3.420 1191.290 1176.588 1+290

1+580 3.212 1191.498 1176.415 1+300

1+590 2.410 1192.300 1174.329 1+310

1+600 2.046 1192.664 1177.209 1+320

PI-15 2.082 1196.484 0.308 1194.402 1179.632 1+340

1+610 2.948 1193.536 1179.980 1+350

1+620 2.448 1194.036 1180.382 1+360

PC 2.220 1194.264 1181.093 1+370

PT 2.001 1194.483 1180.760 1+380

1+640 1.500 1194.984 1183.173 1+400

PI-16 1.402 1195.082 1183.812 1+420

1+660 0.970 1195.514 1184.155 1+430

PT 0.955 1195.529 1184.352 1+440

1+670 1.160 1195.324 1184.593 1+450

1+680 1.535 1194.949 1185.231 1+460

PC 2.050 1194.434 1185.279 1+470

1+700 2.702 1193.782 1185.971 1+480

P11 0.104 1194.217 2.371 1194.113 1186.861 1+490

1+710 1.093 1193.124 1187.388 1+500

1+720 1.668 1192.549 1188.414 1+520

PI-17 1.839 1192.378 1189.579 1+540

1+730 2.020 1192.197 1190.674 1+560

1+740 2.485 1191.732 1191.290 1+570

1+750 3.297 1190.920 1191.498 1+580

1+760 4.198 1190.019 1192.300 1+590

PT 4.295 1189.922 1192.664 1+600

BM AUX 12 0.095 1190.163 4.149 1190.068 1193.536 1+610

PC 1.016 1189.147 1194.036 1+620

1+780 2.249 1187.914 1194.984 1+640

1+790 3.168 1186.995 1195.514 1+660

1+800 4.110 1186.053 1195.324 1+670

PI-18/P12 0.683 1187.533 3.313 1186.850 1194.949 1+680

1+820 2.091 1185.442 1193.782 1+700

1+830 2.206 1185.327 1193.124 1+710

PT 2.293 1185.240 1192.549 1+720

1+840 2.297 1185.236 1192.197 1+730

1+850 1.916 1185.617 1191.732 1+740

1+860 1.641 1185.892 1190.920 1+750

1+870 1.298 1186.235 1190.019 1+760

1+880 0.930 1186.603 1187.914 1+780

PC 0.677 1186.856 1186.995 1+790

1+900 0.657 1186.876 1186.053 1+800

PI-19 0.639 1187.103 1.069 1186.464 1185.442 1+820

1+920 0.257 1186.846 1185.327 1+830

1+940 0.560 1186.543 1185.236 1+840

1+960 1.493 1185.610 1185.617 1+850

1+980 2.063 1185.040 1185.892 1+860

PC 2.541 1184.562 1186.235 1+870

2+000 2.870 1184.233 1186.603 1+880

P13 2.511 1184.592 1186.876 1+900

BM-02 3.124 1183.979 1186.846 1+920

1186.543 1+940

1185.610 1+960

PERFIL LONGITUDINAL 1185.040 1+980

1184.233 2+000

ESC. 1/100

ERROR DE CIERRE :

LONGITUD NIVELADA :

TRAMO NIVELADO: KM 01+010 AL KM 02+000

NIVELACIÓN PRINCIPAL

0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

Tramo Longitud Nivelada :

DATOS

NIVELACION DE CIERRE

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

KILOMETRAJE

PARÁMETROS

Error de Cierre Màximo :

CO

TA

S

Error de Cierre :

Error de Cierre Máximo :

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

1165.00

1175.00

1185.00

1195.00

1205.00

1010 1110 1210 1310 1410 1510 1610 1710 1810 1910

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 3: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-02 0.99 1184.9685 1183.979 BM AUX 11 0.891 1184.9115 1184.021

2+020 1.255 1183.714 BM-02 0.933 1183.9785

PI-20 1.280 1183.689

2+040 1.407 1183.562 BM AUX 14 0.760 1187.257 1186.497

2+050 1.438 1183.531 BM AUX 13 3.236 1184.021

PT 1.418 1183.551

2+060 1.413 1183.556 PI-21 0.619 1189.171 1188.552

2+070 1.331 1183.638 BM AUX 14 2.674 1186.497

2+080 1.322 1183.647

2+090 1.286 1183.683 BM AUX 16 0.256 1194.497 1194.241

2+100 1.189 1183.780 BM AUX 15 0.072 1191.981 2.588 1191.909

BM AUX 13 3.311 1187.332 0.948 1184.021 PI-21 3.428 1188.553

2+120 3.003 1184.329

2+140 2.420 1184.912 BM AUX 17 0.074 1198.390 1198.316

2+160 1.915 1185.417 BM AUX 16 4.149 1194.241

2+180 1.443 1185.889

2+200 1.140 1186.192 PI-22 0.197 1202.178 1201.981

BM AUX 14 2.625 1189.122 0.835 1186.497 BM AUX 17 3.862 1198.316

2+220 2.561 1186.561

2+240 2.209 1186.913 P16 0.743 1205.550 1204.807

2+260 1.571 1187.551 PI-22 3.569 1201.981

2+280 0.765 1188.357

2+300 0.101 1189.021 BM AUX 18 1.506 1205.405 1203.899

PI-21 3.779 1192.331 0.570 1188.552 P16 0.598 1204.807

P14 3.165 1189.166

2+310 2.934 1189.397 PI-24 0.054 1208.747 1208.693

PT 2.511 1189.820 BM AUX 19 0.603 1205.797 3.553 1205.194

2+320 2.459 1189.872 BM AUX 18 1.898 1203.899

2+330 1.883 1190.448

2+340 1.376 1190.955 BM-03 0.114 1215.970 1215.856

2+350 0.950 1191.381 BM AUX 20 0.025 1211.723 4.272 1211.698

2+360 0.522 1191.809 PI-24 3.030 1208.693

BM AUX 15 2.646 1194.556 0.421 1191.910

2+370 2.290 1192.266 0.980 Km

2+380 1.875 1192.681 0.0010 m

2+400 0.928 1193.628

BM AUX 16 4.105 1198.346 0.315 1194.241

2+420 3.943 1194.403

2+440 3.301 1195.045

2+460 2.529 1195.817

2+480 1.658 1196.688

2+500 0.720 1197.626 0.980 Km Dato de Campo

BM AUX 17 3.811 1202.127 0.030 1198.316 0.0010 m Dato de Campo

2+520 3.530 1198.597 0.0196 m Paràmetro

2+540 2.580 1199.547

2+550 1.986 1200.141

PC 1.528 1200.599

2+560 1.501 1200.626 COTA KILOMETRAJE

2+570 0.989 1201.138 1183.714 2+020

2+580 0.599 1201.528 1183.562 2+040

PI-22 3.621 1205.602 0.146 1201.981 1183.531 2+050

2+590 3.725 1201.877 1183.556 2+060

2+600 3.091 1202.511 1183.638 2+070

P15 2.590 1203.012 1183.647 2+080

2+610 2.805 1202.797 1183.683 2+090

PT 2.538 1203.064 1183.780 2+100

2+620 2.463 1203.139 1184.329 2+120

2+630 2.240 1203.362 1184.912 2+140

2+640 1.963 1203.639 1185.417 2+160

2+650 1.666 1203.936 1185.889 2+180

2+660 1.445 1204.157 1186.192 2+200

PC 1.327 1204.275 1186.561 2+220

2+670 1.202 1204.400 1186.913 2+240

2+680 0.978 1204.624 1187.551 2+260

2+690 0.771 1204.831 1188.357 2+280

2+700 0.661 1204.941 1189.021 2+300

PI-23 0.566 1205.036 1189.397 2+310

P16 0.648 1205.455 0.795 1204.807 1189.872 2+320

2+710 0.478 1204.977 1190.448 2+330

2+720 0.467 1204.988 1190.955 2+340

PT 0.591 1204.864 1191.381 2+350

2+730 0.576 1204.879 1191.809 2+360

2+740 0.690 1204.765 1192.266 2+370

2+750 0.962 1204.493 1192.681 2+380

2+760 1.135 1204.320 1193.628 2+400

2+780 1.496 1203.959 1194.403 2+420

2+800 1.601 1203.854 1195.045 2+440

BM AUX 18 1.895 1205.794 1.556 1203.899 1195.817 2+460

2+820 1.838 1203.956 1196.688 2+480

2+830 1.857 1203.937 1197.626 2+500

PC 1.800 1203.994 1198.597 2+520

2+840 1.779 1204.015 1199.547 2+540

2+850 1.555 1204.239 1200.141 2+550

2+860 1.315 1204.479 1200.626 2+560

2+870 1.018 1204.776 1201.138 2+570

2+880 0.698 1205.096 1201.528 2+580

2+890 0.131 1205.663 1201.877 2+590

BM AUX 19 3.724 1208.918 0.600 1205.194 1202.511 2+600

2+900 2.200 1206.718 1202.797 2+610

2+910 0.933 1207.985 1203.139 2+620

PI-24 3.215 1211.908 0.225 1208.693 1203.362 2+630

P17 2.764 1209.144 1203.639 2+640

2+920 2.691 1209.217 1203.936 2+650

2+930 1.662 1210.246 1204.157 2+660

2+940 0.975 1210.933 1204.400 2+670

2+950 0.483 1211.425 1204.624 2+680

BM AUX 20 4.308 1216.006 0.210 1211.698 1204.831 2+690

2+960 3.972 1212.034 1204.941 2+700

2+970 3.251 1212.755 1204.977 2+710

2+980 2.368 1213.638 1204.988 2+720

2+990 1.436 1214.570 1204.879 2+730

PT 1.198 1214.808 1204.765 2+740

3+000 0.407 1215.599 1204.493 2+750

BM-03 0.150 1215.856 1204.320 2+760

1203.959 2+780

1203.854 2+800

PERFIL LONGITUDINAL 1203.956 2+820

1203.937 2+830

1204.015 2+840

1204.239 2+850

1204.479 2+860

1204.776 2+870

1205.096 2+880

1205.663 2+890

1206.718 2+900

1207.985 2+910

1209.217 2+920

1210.246 2+930

1210.933 2+940

ESC. 1/100 1211.425 2+950

1212.034 2+960

1212.755 2+970

1213.638 2+980

1214.570 2+990

1215.599 3+000

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 02+020 AL KM 03+000

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1180.00

1189.00

1198.00

1207.00

1216.00

1225.00

2020 2120 2220 2320 2420 2520 2620 2720 2820 2920

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 4: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-03 4.458 1220.314 1215.856 P18 0.034 1223.7745 1223.741

3+010 3.840 1216.474 PI-25 0.110 1220.412 3.473 1220.3015

3+020 2.902 1217.412 BM-03 4.556 1215.856

PC 2.415 1217.899

3+030 2.053 1218.261 PI-27 0.063 1229.902 1229.839

3+040 1.292 1219.022 PI-26 0.368 1226.520 3.750 1226.152

3+050 0.519 1219.795 P18 2.778 1223.742

PI25 3.484 1223.786 0.012 1220.302

3+060 3.062 1220.724 BM AUX 21 3.733 1230.118 1226.385

3+070 2.198 1221.588 PI-27 0.278 1229.840

3+080 1.100 1222.686

PT 0.752 1223.034 PI-29 0.032 1228.146 1228.114

P18 4.153 1227.894 0.045 1223.741 BM AUX 21 1.761 1226.385

3+090 3.759 1224.135

3+097 3.186 1224.708 PI-32 1.512 1232.911 1231.399

3+100 3.247 1224.647 PI-30 1.507 1231.404

PT 2.970 1224.924

3+110 2.298 1225.596 P20/PI-33 0.295 1233.549 1233.254

3+120 1.744 1226.150 PI-32 2.149 1231.400

3+130 1.509 1226.385

PC 1.296 1226.598 P21 0.345 1235.169 1234.824

3+140 1.131 1226.763 P20/PI-33 1.915 1233.254

PI-26 3.773 1229.925 1.742 1226.152

3+150 2.543 1227.382 PI-35 0.038 1241.681 1241.643

3+160 1.696 1228.229 BM AUX 22 0.075 1237.762 3.994 1237.687

PC 0.811 1229.114 P21 2.938 1234.824

3+180 0.275 1229.650

3+190 0.079 1229.846 PI-36 0.706 1250.660 1249.954

3+200 0.181 1229.744 BM AUX 24 0.289 1247.726 3.223 1247.437

PI-27 0.991 1230.830 0.086 1229.839 BM AUX 23 0.100 1245.036 2.790 1244.936

3+210 1.297 1229.533 PI-35 3.392 1241.644

3+220 1.391 1229.439

PT 1.318 1229.512 BM-04 0.095 1255.327 1255.232

PC 1.123 1229.707 BM AUX 25 0.017 1254.164 1.180 1254.147

3+240 0.862 1229.968 PI-36 4.21 1249.954

PI-28 0.079 1230.140 0.769 1230.061

3+250 0.507 1229.633 0.910 Km

PT 0.560 1229.580 0.0070 m

3+260 1.666 1228.474

3+270 2.976 1227.164

3+280 3.436 1226.704

3+290 3.670 1226.470

PC 3.753 1226.387

3+300 3.988 1226.152

BM AUX 21 1.789 1228.174 3.755 1226.385 0.910 Km Dato de Campo

3+310 2.297 1225.877 0.0070 m Dato de Campo

3+320 2.139 1226.035 0.0182 m Paràmetro

3+330 1.058 1227.116

3+340 1.313 1226.861

3+350 0.668 1227.506

3+360 0.087 1228.087 COTA KILOMETRAJE

PI-29 3.361 1231.475 0.060 1228.114 1216.474 3+010

3+370 2.844 1228.631 1217.412 3+020

3+380 2.600 1228.875 1218.261 3+030

3+390 2.377 1229.098 1219.022 3+040

3+400 2.162 1229.313 1219.795 3+050

3+410 1.978 1229.497 1220.724 3+060

3+420 1.614 1229.861 1221.588 3+070

PT 1.357 1230.118 1222.686 3+080

3+430 1.112 1230.363 1224.135 3+090

3+440 0.790 1230.685 1224.647 3+100

PC 0.240 1231.235 1225.596 3+110

3+460 0.129 1231.346 1226.150 3+120

3+470 0.205 1231.270 1226.385 3+130

PI-30 1.55 1232.954 0.071 1231.404 1226.763 3+140

3+480 1.581 1231.373 1227.382 3+150

PT 1.570 1231.384 1228.229 3+160

PC 1.533 1231.421 1229.650 3+180

P19 1.653 1231.301 1229.846 3+190

3+500 1.489 1231.465 1229.744 3+200

3+510 1.427 1231.527 1229.533 3+210

3+520 1.382 1231.572 1229.439 3+220

PI-31 1.920 1231.034 1229.968 3+240

3+530 1.375 1231.579 1229.633 3+250

3+540 1.405 1231.549 1228.474 3+260

PT 1.398 1231.556 1227.164 3+270

PC 1.389 1231.565 1226.704 3+280

3+550 1.421 1231.533 1226.470 3+290

3+560 1.610 1231.344 1226.152 3+300

PI-32 2.164 1233.563 1.555 1231.399 1225.877 3+310

3+570 2.479 1231.084 1226.035 3+320

PT 2.500 1231.063 1227.116 3+330

3+580 2.486 1231.077 1226.861 3+340

3+590 2.626 1230.937 1227.506 3+350

3+600 2.449 1231.114 1228.087 3+360

3+620 1.612 1231.951 1228.631 3+370

3+640 0.581 1232.982 1228.875 3+380

3+650 0.265 1233.298 1229.098 3+390

PC 0.105 1233.458 1229.313 3+400

3+660 0.077 1233.486 1229.497 3+410

3+670 0.145 1233.418 1229.861 3+420

3+680 0.255 1233.308 1230.363 3+430

3+690 0.198 1233.365 1230.685 3+440

3+700 0.221 1233.342 1231.346 3+460

P20/PI83 1.963 1235.217 0.309 1233.254 1231.270 3+470

3+710 1.938 1233.279 1231.373 3+480

3+720 1.901 1233.316 1231.465 3+500

3+730 1.795 1233.422 1231.527 3+510

3+740 1.618 1233.599 1231.572 3+520

PT 1.578 1233.639 1231.579 3+530

PC 1.455 1233.762 1231.549 3+540

3+760 1.362 1233.855 1231.533 3+550

PI-34 1.108 1234.109 1231.344 3+560

3+770 1.274 1233.943 1231.084 3+570

3+780 1.247 1233.970 1231.077 3+580

PT 1.195 1234.022 1230.937 3+590

3+800 0.965 1234.252 1231.114 3+600

P21 2.925 1237.749 0.393 1234.824 1231.951 3+620

3+820 2.421 1235.328 1232.982 3+640

3+840 0.035 1237.714 1233.298 3+650

BM AUX 22 4.014 1241.701 0.062 1237.687 1233.486 3+660

3+850 2.646 1239.055 1233.418 3+670

3+860 1.224 1240.477 1233.308 3+680

PC 0.923 1240.778 1233.365 3+690

PI-35 4.015 1245.658 0.058 1241.643 1233.342 3+700

3+870 3.833 1241.825 1233.279 3+710

PT 3.277 1242.381 1233.316 3+720

3+880 2.884 1242.774 1233.422 3+730

3+890 1.891 1243.767 1233.599 3+740

3+900 1.132 1244.526 1233.855 3+760

PC 0.512 1245.146 1233.943 3+770

BM AUX 23 3.364 1248.300 0.722 1244.936 1233.970 3+780

3+910 2.539 1245.761 1234.252 3+800

3+920 1.664 1246.636 1235.328 3+820

3+930 0.685 1247.615 1237.714 3+840

BM AUX 24 3.267 1250.704 0.863 1247.437 1239.055 3+850

3+940 1.545 1249.159 1240.477 3+860

PI-36 4.455 1254.409 0.750 1249.954 1241.825 3+870

3+950 2.811 1251.598 1242.774 3+880

3+960 0.638 1253.771 1243.767 3+890

3+970 2.136 1252.273 1244.526 3+900

PT 2.133 1252.276 1245.761 3+910

3+980 1.269 1253.140 1246.636 3+920

PC 0.124 1254.285 1247.615 3+930

BM AUX 25 3.718 1257.864 0.263 1254.146 1249.159 3+940

3+990 3.258 1254.606 1251.598 3+950

PI-37 2.645 1255.219 1253.771 3+960

4+000 1.999 1255.865 1252.273 3+970

PT 1.917 1255.947 1253.140 3+980

4+010 1.061 1256.803 1254.606 3+990

BM-04 2.632 1255.232 1255.865 4+000

1256.803 4+010

PERFIL LONGITUDINAL

ESC. 1/100

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 03+010 AL KM 04+010

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1215.00

1225.00

1235.00

1245.00

1255.00

1265.00

3010 3060 3110 3160 3210 3260 3310 3360 3410 3460 3510 3560 3610 3660 3710 3760 3810 3860 3910 3960 4010

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 5: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-04 4.970 1260.202 1255.232 P22 0.058 1263.1495 1263.092

4+020 0.032 1260.170 BM AUX 26 0.345 1259.718 3.777 1259.3725

4+030 1.073 1259.129 BM-04 4.486 1255.232

BM AUX 26 3.813 1263.186 0.829 1259.373

4+040 2.762 1260.424 PI-39 0.044 1276.108 1276.064

4+050 1.097 1262.089 BM AUX 28 0.166 1272.189 4.085 1272.023

4+060 0.167 1263.019 BM AUX 27 0.064 1269.489 2.764 1269.425

P22 3.351 1266.443 0.094 1263.092 PI-38 0.086 1265.445 4.130 1265.359

4+070 2.224 1260.962 P22 2.352 1263.093

PC 1.621 1264.822

4+080 0.955 1265.488 PI-41 0.086 1284.482 1284.396

PI-38 4.761 1270.120 1.084 1265.359 PI-40 0.130 1279.738 4.874 1279.608

PT 4.088 1266.032 PI-39 3.674 1276.064

4+090 3.387 1266.733

4+100 2.179 1267.941 PI-42 3.828 1288.102 1284.274

4+110 0.633 1269.487 BM AUX 29 0.496 1287.568 1.030 1287.072

BM AUX 27 3.512 1272.936 0.696 1269.424 PI-41 3.172 1284.396

4+120 2.590 1270.346

4+130 1.038 1271.898 PI-43 4.139 1284.337 1280.198

BM AUX 28 4.071 1276.094 0.913 1272.023 PI-42 0.064 1284.273

4+140 3.108 1272.986

4+150 1.898 1274.196 PI-44 3.933 1278.177 1274.244

PC 0.746 1275.348 BM AUX 30 2.180 1280.264 0.093 1278.084

4+160 0.715 1275.379 PI-43 0.066 1280.198

PI-39 3.558 1279.622 0.030 1276.064

4+170 3.058 1276.564 PI-45 2.038 1266.510 1264.472

PT 2.981 1276.641 BM AUX 32 4.334 1270.790 0.054 1266.456

P23 3.149 1276.473 BM AUX 31 3.593 1274.346 0.037 1270.753

4+180 2.248 1277.374 PI-44 0.101 1274.245

PC 1.122 1278.500

4+200 0.179 1279.443 PI-46 3.766 1261.219 1257.453

PI-40 4.911 1284.519 0.014 1279.608 BM AUX 33 3.728 1264.917 0.030 1261.189

4+210 4.201 1280.318 PI-45 0.445 1264.472

PT 4.013 1280.506

4+220 3.374 1281.145 PI-47 4.490 1257.690 1253.200

4+230 2.514 1282.005 PI-46 0.237 1257.453

4+240 1.606 1282.913

4+250 1.306 1283.213 BM-05 0.645 1249.698 1249.053

4+260 0.949 1283.570 BM AUX 34 3.710 1253.315 0.093 1249.605

PC 0.666 1283.853 PI-47 0.115 1253.200

4+270 0.505 1284.014

P24 0.330 1284.189 0.980 Km

4+280 0.167 1284.352 0.0030 m

PI-41 3.294 1287.690 0.123 1284.396

4+290 2.926 1284.764

PT 2.820 1284.870

4+300 2.740 1284.950

4+310 2.202 1285.488

4+320 1.118 1286.572

4+330 1.392 1286.298 0.980 Km Dato de Campo

4+340 0.862 1286.828 0.0030 m Dato de Campo

BM AUX 29 1.004 1288.076 0.618 1287.072 0.0196 m Paràmetro

4+350 0.076 1288.000

4+360 0.236 1287.840

P25 0.495 1287.581

4+370 1.157 1286.919 COTA KILOMETRAJE

4+380 1.882 1286.194 1260.170 4+020

4+390 2.484 1285.592 1259.129 4+030

PC 2.692 1285.384 1260.424 4+040

4+400 3.162 1284.914 1262.089 4+050

PI-42 0.085 1284.359 3.802 1284.274 1263.019 4+060

4+410 0.070 1284.289 1260.962 4+070

4+420 0.702 1283.657 1265.488 4+080

PT 1.100 1283.259 1266.733 4+090

4+430 1.433 1282.926 1267.941 4+100

4+440 2.037 1282.322 1269.487 4+110

4+450 2.817 1281.542 1270.346 4+120

4+460 2.872 1281.487 1271.898 4+130

PC 3.104 1281.255 1272.986 4+140

4+470 3.451 1280.908 1274.196 4+150

4+480 3.840 1280.519 1275.379 4+160

4+490 4.161 1280.198 1276.564 4+170

PT 4.673 1279.686 1277.374 4+180

4+500 4.662 1279.697 1279.443 4+200

PI-43 0.113 1280.311 4.161 1280.198 1280.318 4+210

4+510 1.122 1279.189 1281.145 4+220

4+520 1.592 1278.719 1282.005 4+230

4+530 2.005 1278.306 1282.913 4+240

4+540 2.195 1278.116 1283.213 4+250

4+550 2.604 1277.707 1283.570 4+260

4+560 3.278 1277.033 1284.014 4+270

4+570 4.328 1275.983 1284.352 4+280

PC 4.408 1275.903 1284.764 4+290

BM AUX 30 0.138 1278.222 2.227 1278.084 1284.950 4+300

4+580 3.148 1275.074 1285.488 4+310

4+590 4.033 1274.189 1286.572 4+320

P26 3.475 1274.747 1286.298 4+330

PI-44 0.111 1274.355 3.978 1274.244 1286.828 4+340

4+600 1.456 1272.899 1288.000 4+350

PT 2.421 1271.934 1287.840 4+360

4+620 3.607 1270.748 1286.919 4+370

BM AUX 31 0.044 1270.797 3.602 1270.753 1286.194 4+380

4+630 1.280 1269.517 1285.592 4+390

4+640 1.500 1269.297 1284.914 4+400

4+650 3.491 1267.306 1284.289 4+410

4+660 3.928 1266.869 1283.657 4+420

BM AUX 32 0.101 1266.557 4.341 1266.456 1282.926 4+430

4+670 1.222 1265.335 1282.322 4+440

1.666 1264.891 1281.542 4+450

4+680 1.675 1264.882 1281.487 4+460

4+690 2.175 1264.382 1280.908 4+470

2.272 1264.285 1280.519 4+480

4+700 2.633 1263.924 1280.198 4+490

PI-45 0.449 1264.921 2.085 1264.472 1279.697 4+500

P27 1.043 1263.878 1279.189 4+510

4+710 0.805 1264.116 1278.719 4+520

4+720 0.985 1263.936 1278.306 4+530

4+730 1.204 1263.717 1278.116 4+540

4+740 1.485 1263.436 1277.707 4+550

4+750 1.907 1263.014 1277.033 4+560

4+760 2.376 1262.545 1275.983 4+570

4+770 1.906 1263.015 1275.074 4+580

4+780 3.679 1261.242 1274.189 4+590

4+790 4.475 1260.446 1272.899 4+600

BM AUX 33 0.068 1261.257 3.732 1261.189 1270.748 4+620

4+800 1.834 1259.423 1269.517 4+630

PC 3.130 1258.127 1269.297 4+640

4+820 4.131 1257.126 1267.306 4+650

P28 2.463 1258.794 1266.869 4+660

PI-46 0.229 1257.682 3.804 1257.453 1265.335 4+670

4+830 1.443 1256.239 1264.882 4+680

PT 1.504 1256.178 1264.382 4+690

4+840 1.884 1255.798 1263.924 4+700

4+850 2.226 1255.456 1264.116 4+710

4+860 2.582 1255.100 1263.936 4+720

PC 2.934 1254.748 1263.717 4+730

4+880 3.100 1254.582 1263.436 4+740

4+890 3.825 1253.857 1263.014 4+750

PI-47 0.106 1253.306 4.482 1253.200 1262.545 4+760

4+900 0.501 1252.805 1263.015 4+770

4+910 1.138 1252.168 1261.242 4+780

PT 1.675 1251.631 1260.446 4+790

4+920 1.781 1251.525 1259.423 4+800

4+930 3.084 1250.222 1257.126 4+820

4+940 3.745 1249.561 1256.239 4+830

BM AUX 34 0.15 1249.755 3.701 1249.605 1255.798 4+840

4+950 0.905 1248.850 1255.456 4+850

4+960 1.774 1247.981 1255.100 4+860

4+970 1.858 1247.897 1254.582 4+880

4+980 1.417 1248.338 1253.857 4+890

4+990 1.111 1248.644 1252.805 4+900

5+000 1.013 1248.742 1252.168 4+910

BM-05 0.702 1249.053 1251.525 4+920

1250.222 4+930

1249.561 4+940

PERFIL LONGITUDINAL 1248.850 4+950

1247.981 4+960

1247.897 4+970

1248.338 4+980

1248.644 4+990

1248.742 5+000

ESC. 1/100

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 04+020 AL KM 05+000

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1245.00

1255.00

1265.00

1275.00

1285.00

1295.00

4020 4120 4220 4320 4420 4520 4620 4720 4820 4920

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 6: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-05 1.961 1251.014 1249.053 PI-49 0.120 1250.9655 1250.846

PC 2.261 1248.753 BM-05 1.913 1249.0525

5+010 2.206 1248.808

5+020 1.927 1249.087 PI-50 0.033 1254.816 1254.783

PI48 1.747 1249.267 PI-49 3.970 1250.846

5+030 1.661 1249.353

5+040 1.353 1249.661 PI-51 0.055 1263.776 1263.721

PT 1.293 1249.721 BM AUX 36 0.865 1261.638 3.003 1260.773

5+050 0.948 1250.066 BM AUX 35 0.032 1258.412 3.258 1258.380

5+060 0.697 1250.317 PI-50 3.626 1254.786

PC 0.325 1250.689

5+070 0.288 1250.726 PI-52 0.053 1268.967 1268.914

5+075.5 0.374 1250.640 BM AUX 37 0.914 1266.127 3.754 1265.213

5+077.5 0.695 1250.319 PI-51 2.405 1263.722

PI-49 4.017 1254.863 0.168 1250.846

5+080 4.335 1250.528 PI-53 0.087 1272.958 1272.871

5+090 3.921 1250.942 PI-52 4.044 1268.914

PT 3.807 1251.056

5+100 3.751 1251.112 PI-54 0.033 1277.323 1277.290

5+110 3.495 1251.368 PI-53 4.452 1272.871

5+120 3.194 1251.669

5+130 2.559 1252.304 PI-55 0.778 1280.000 1279.222

5+140 1.851 1253.012 PI-54 2.710 1277.290

PC 0.906 1253.957

5+160 0.449 1254.414 PI-56 0.011 1290.656 1290.645

PI-50 4.149 1258.932 0.080 1254.783 BM AUX 39 0.299 1287.106 3.849 1286.807

P30 4.015 1254.917 BM AUX 38 0.153 1283.442 3.817 1283.289

5+170 3.810 1255.122 PI-55 4.22 1279.222

PT 3.451 1255.481

5+180 3.062 1255.870 P33 0.038 1296.521 1296.483

5+190 2.508 1256.424 BM AUX 40 0.089 1293.437 3.173 1293.348

5+200 2.179 1256.753 PI-56 2.792 1290.645

5+210 1.528 1257.404

5+220 0.525 1258.407 PI-58/PG-03 0.219 1304.159 1303.940

BM AUX 35 3.542 1261.921 0.553 1258.379 BM AUX 41 0.066 1301.388 2.837 1301.322

5+230 2.481 1259.440 P33 4.905 1296.483

5+240 2.198 1259.723

5+250 1.610 1260.311 BM-06 0.489 1311.974 1311.485

5+260 1.058 1260.863 BM AUX 42 0.419 1309.764 2.629 1309.345

BM AUX 36 3.055 1263.827 1.149 1260.772 PI-59 0.139 1307.133 2.77 1306.994

5+270 1.733 1262.094 PI-58/PG-03 3.194 1303.939

5+280 0.701 1263.126

5+290 0.415 1263.412 1.060 Km

PC 0.290 1263.537 0.0050 m

5+300 0.228 1263.599

PI-51 2.459 1266.180 0.106 1263.721

5+310 2.268 1263.912

PT 2.001 1264.179

5+320 1.639 1264.541

5+330 1.205 1264.975

5+340 1.046 1265.134 1.060 Km Dato de Campo

5+350 0.678 1265.502 0.0050 m Dato de Campo

BM AUX 37 3.812 1269.025 0.967 1265.213 0.0212 m Paràmetro

5+360 2.701 1266.324

5+370 2.471 1266.554

5+380 2.181 1266.844

5+390 1.555 1267.470 COTA KILOMETRAJE

PC 0.935 1268.090 1248.808 5+010

5+400 0.888 1268.137 1249.087 5+020

5+410 0.167 1268.858 1249.353 5+030

PI-52 3.962 1272.876 0.111 1268.914 1249.661 5+040

5+420 3.617 1269.259 1250.066 5+050

PT 3.561 1269.315 1250.317 5+060

5+430 3.083 1269.793 1250.726 5+070

5+440 2.613 1270.263 1250.528 5+080

5+450 1.862 1271.014 1250.942 5+090

5+460 1.441 1271.435 1251.112 5+100

5+470 0.981 1271.895 1251.368 5+110

PC 0.436 1272.440 1251.669 5+120

5+480 0.313 1272.563 1252.304 5+130

PI-53 4.490 1277.361 0.005 1272.871 1253.012 5+140

5+490 4.145 1273.216 1254.414 5+160

PT 4.035 1273.326 1255.122 5+170

5+500 3.698 1273.663 1255.870 5+180

5+510 3.103 1274.258 1256.424 5+190

5+520 2.549 1274.812 1256.753 5+200

5+530 1.906 1275.455 1257.404 5+210

5+540 1.250 1276.111 1258.407 5+220

PC 0.726 1276.635 1259.440 5+230

5+550 0.464 1276.897 1259.723 5+240

PI-54 2.775 1280.065 0.071 1277.290 1260.311 5+250

5+560 2.467 1277.598 1260.863 5+260

PT 2.368 1277.697 1262.094 5+270

5+570 1.688 1278.377 1263.126 5+280

5+580 0.950 1279.115 1263.412 5+290

5+590 1.026 1279.039 1263.599 5+300

5+600 1.130 1278.935 1263.912 5+310

5+610 1.358 1278.707 1264.541 5+320

5+620 1.383 1278.682 1264.975 5+330

PC 1.231 1278.834 1265.134 5+340

5+630 0.774 1279.291 1265.502 5+350

PI-55 4.564 1283.786 0.843 1279.222 1266.324 5+360

P31 2.682 1281.104 1266.554 5+370

PT 4.043 1279.743 1266.844 5+380

5+640 3.594 1280.192 1267.470 5+390

5+650 1.871 1281.915 1268.137 5+400

5+660 0.448 1283.338 1268.858 5+410

BM AUX 38 3.825 1287.114 0.497 1283.289 1269.259 5+420

5+670 2.599 1284.515 1269.793 5+430

5+680 1.970 1285.144 1270.263 5+440

5+690 1.033 1286.081 1271.014 5+450

5+700 0.329 1286.785 1271.435 5+460

BM AUX 39 3.898 1290.706 0.306 1286.808 1271.895 5+470

5+710 3.289 1287.417 1272.563 5+480

5+720 2.618 1288.088 1273.216 5+490

5+730 1.850 1288.856 1273.663 5+500

5+740 1.341 1289.365 1274.258 5+510

PC 0.803 1289.903 1274.812 5+520

5+750 0.600 1290.106 1275.455 5+530

5+760 0.192 1290.514 1276.111 5+540

PI-56 2.809 1293.454 0.061 1290.645 1276.897 5+550

5+770 2.387 1291.067 1277.598 5+560

PT 1.733 1291.721 1278.377 5+570

5+780 1.536 1291.918 1279.115 5+580

5+790 0.883 1292.571 1279.039 5+590

5+794 0.878 1292.576 1278.935 5+600

5+800 0.195 1293.259 1278.707 5+610

BM AUX 40 3.235 1296.583 0.106 1293.348 1278.682 5+620

5+810 2.090 1294.493 1279.291 5+630

5+820 1.586 1294.997 1280.192 5+640

5+830 0.916 1295.667 1281.915 5+650

5+840 0.683 1295.900 1283.338 5+660

PC 0.415 1296.168 1284.515 5+670

5+850 0.364 1296.219 1285.144 5+680

P33 4.964 1301.447 0.100 1296.483 1286.081 5+690

PI-57 4.825 1296.622 1286.785 5+700

5+860 4.525 1296.922 1287.417 5+710

PT 4.297 1297.150 1288.088 5+720

5+870 3.426 1298.021 1288.856 5+730

5+880 2.212 1299.235 1289.365 5+740

5+890 1.028 1300.419 1290.106 5+750

5+900 0.176 1301.271 1290.514 5+760

BM AUX 41 2.889 1304.211 0.125 1301.322 1291.067 5+770

PC 2.802 1301.409 1291.918 5+780

5+910 2.165 1302.046 1292.571 5+790

5+920 1.378 1302.833 1293.259 5+800

5+930 0.180 1304.031 1294.493 5+810

PI-58/PG-03 3.193 1307.133 0.271 1303.940 1294.997 5+820

5+940 2.237 1304.896 1295.667 5+830

PT/PC 1.513 1305.620 1295.900 5+840

5+950 1.234 1305.899 1296.219 5+850

5+960 0.413 1306.720 1296.922 5+860

5+970 0.069 1307.064 1298.021 5+870

PI-59 2.774 1309.768 0.139 1306.994 1299.235 5+880

5+980 2.386 1307.382 1300.419 5+890

5+990 1.871 1307.897 1301.271 5+900

PT 1.823 1307.945 1302.046 5+910

6+000 1.368 1308.400 1302.833 5+920

6+010 0.924 1308.844 1304.031 5+930

6+020 0.410 1309.358 1304.896 5+940

BM AUX 42 2.71 1312.055 0.423 1309.345 1305.899 5+950

6+030 2.280 1309.775 1306.720 5+960

6+040 1.895 1310.160 1307.064 5+970

PC 1.739 1310.316 1307.382 5+980

6+050 1.654 1310.401 1307.897 5+990

6+060 1.278 1310.777 1308.400 6+000

6+070 0.874 1311.181 1308.844 6+010

BM-06 0.570 1311.485 1309.358 6+020

1309.775 6+030

1310.160 6+040

PERFIL LONGITUDINAL 1310.401 6+050

1310.777 6+060

1311.181 6+070

ESC. 1/100

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 05+010 AL KM 06+070

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1245.00

1260.00

1275.00

1290.00

1305.00

1320.00

5010 5060 5110 5160 5210 5260 5310 5360 5410 5460 5510 5560 5610 5660 5710 5760 5810 5860 5910 5960 6010 6060

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 7: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-06 1.894 1313.379 1311.485 PI-61 0.418 1315.1655 1314.748

PI-60 1.235 1312.144 BM AUX 43 0.862 1313.099 2.929 1312.2365

6+080 2.001 1311.378 BM-06 1.613 1311.486

PT 1.974 1311.405

6+090 1.585 1311.794 PI-63 0.547 1317.860 1317.313

6+100 1.032 1312.347 PI-61 3.112 1314.748

6+110 0.323 1313.056

BM AUX 43 3.028 1315.264 1.143 1312.236 PI-64 0.025 1321.580 1321.555

6+120 1.715 1313.549 PI-63 4.267 1317.313

PC 1.262 1314.002

6+130 1.195 1314.069 PG-04 0.405 1328.184 1327.779

6+140 0.780 1314.484 BM AUX 44 0.038 1326.045 2.177 1326.007

6+150 0.260 1315.004 PI-64 4.491 1321.554

PI-61 3.258 1318.006 0.516 1314.748

6+160 2.501 1315.505 BM AUX 45 0.388 1329.165 1328.777

PT 2.365 1315.641 PG-04 1.387 1327.778

6+170 2.085 1315.921

6+180 1.816 1316.190 BM AUX 46 0.03 1333.729 1333.699

PC 1.461 1316.545 BM AUX 45 4.952 1328.777

6+190 1.439 1316.567

PI-62 0.907 1317.099 BM AUX 47 0.040 1338.545 1338.505

6+200 1.083 1316.923 BM AUX 46 4.846 1333.699

6+207 1.090 1316.916

6+210 1.291 1316.715 BM AUX 48 0.035 1343.134 1343.099

6+217 1.105 1316.901 BM AUX 47 4.629 1338.505

6+220 0.868 1317.138

PI-63 4.287 1321.600 0.693 1317.313 V1 0.026 1348.909 1348.883

6+230 3.957 1317.643 BM AUX 49 0.145 1345.983 3.071 1345.838

PT 3.649 1317.951 BM AUX 48 2.884 1343.099

6+240 3.265 1318.335

6+250 2.493 1319.107 BM AUX 50 1.662 1352.427 1350.765

6+260 1.868 1319.732 V1 3.544 1348.883

PC 1.428 1320.172

6+270 1.250 1320.350 BM AUX 51 0.791 1350.810 1350.019

6+280 0.774 1320.826 BM AUX 50 0.045 1350.765

PI-64 4.496 1326.051 0.045 1321.555

6+290 4.345 1321.706 BM-07 0.588 1357.622 1357.034

6+300 3.623 1322.428 BM AUX 52 0.036 1353.933 3.725 1353.897

BM AUX 44 2.146 1328.154 0.043 1326.008 BM AUX 51 3.913 1350.020

PG-04 1.498 1329.277 0.375 1327.779

BM AUX 45 4.982 1333.759 0.500 1328.777 0.220 Km

BM AUX 46 4.828 1338.527 0.060 1333.699 0.0040 m

BM AUX 47 4.622 1343.1265 0.022 1338.505

BM AUX 48 3.055 1346.154 0.028 1343.099

BM AUX 49 3.128 1348.966 0.316 1345.838

V1 3.655 1352.538 0.083 1348.883

BM AUX 50 0.029 1350.7935 1.773 1350.765

BM AUX 51 3.899 1353.9175 0.775 1350.019

BM AUX 52 4.035 1357.931 0.022 1353.896 0.220 Km Dato de Campo

BM-07 4.657 1361.6905 0.897 1357.034 0.0040 m Dato de Campo

0.0044 m Paràmetro

COTA KILOMETRAJE

1311.378 6+080

PERFIL LONGITUDINAL 1311.794 6+090

1312.347 6+100

1313.056 6+110

1313.549 6+120

1314.069 6+130

1314.484 6+140

1315.004 6+150

1315.505 6+160

1315.921 6+170

1316.190 6+180

1316.567 6+190

1316.923 6+200

1316.715 6+210

ESC. 1/100 1317.138 6+220

1317.643 6+230

1318.335 6+240

1319.107 6+250

1319.732 6+260

1320.350 6+270

1320.826 6+280

1321.706 6+290

1322.428 6+300

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 06+080 AL KM 06+300

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1310.00

1315.00

1320.00

1325.00

1330.00

6080 6100 6120 6140 6160 6180 6200 6220 6240 6260 6280 6300

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 8: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-07 4.657 1361.691 1357.034 BM AUX 53 1.852 1361.6105 1359.759

V2 0.130 1361.561 V2 0.050 1361.5605

BM AUX 53 0.078 1359.837 1.932 1359.759 BM-07 4.577 1357.0335

BM AUX 54 0.038 1355.436 4.439 1355.398

BM AUX 55 0.175 1354.331 1.280 1354.156 BM AUX 54 4.38 1359.778 1355.398

V3 3.772 1350.559 BM AUX 53 0.019 1359.759

BM AUX 56 0.202 1349.804 4.729 1349.602

BM AUX 57 3.331 1349.717 3.418 1346.386 BM AUX 55 1.260 1355.416 1354.156

BM AUX 58 3.660 1353.3385 0.038 1349.679 BM AUX 54 0.019 1355.397

BM AUX 59 4.404 1357.516 0.227 1353.112

7+160 0.038 1357.478 BM AUX 56 4.65 1354.252 1349.602

7+170 4.998 1352.518 V3 3.693 1350.559

7+180 4.053 1353.463 BM AUX 55 0.098 1354.154

7+200 2.844 1354.672

PT 2.656 1354.860 BM AUX 57 3.362 1349.748 1346.386

7+210 2.588 1354.928 BM AUX 56 0.146 1349.602

7+220 4.886 1352.630

7+230 4.705 1352.811 BM AUX 59 0.145 1353.257 1353.112

BM AUX 60 0.084 1353.196 1353.112 BM AUX 58 0.034 1349.713 3.578 1349.679

7+235 1.600 1351.596 BM AUX 57 3.327 1346.386

7+240 0.977 1352.219

PI-66 0.493 1352.703 PI-67 0.026 1357.591 1357.565

BM AUX 61 4.536 1357.648 1353.112 BM AUX 61 4.481 1353.110

7+260 4.181 1353.467

7+270 3.699 1353.949 V4 0.043 1371.111 1371.068

PT 3.593 1354.055 BM AUX 63 0.009 1366.649 4.471 1366.640

7+280 3.298 1354.350 BM AUX 62 0.169 1362.5415 4.276 1362.373

7+290 2.783 1354.865 PI-67 4.977 1357.565

7+300 2.137 1355.511

7+310 1.492 1356.156 PI-69 0.229 1381.531 1381.302

7+320 0.833 1356.815 BM AUX 65 0.340 1378.561 3.310 1378.221

PC 0.823 1356.825 BM AUX 64 0.16 1375.432 3.289 1375.272

PC 0.478 1357.170 V4 4.364 1371.068

PI-67 4.972 1362.537 0.083 1357.565

7+330 4.259 1358.278 PI-72 0.979 1387.991 1387.012

PT 3.940 1358.597 BM AUX 66 0.689 1385.346 3.334 1384.657

7+340 3.548 1358.989 PI-69 4.044 1381.302

7+350 2.120 1360.417

7+360 0.857 1361.680 PI-74 0.402 1389.466 1389.064

BM AUX 62 4.399 1366.771 0.165 1362.372 PI-72 2.454 1387.012

7+370 3.486 1363.285

7+380 2.375 1364.396 PI-76 1.429 1393.603 1392.174

7+390 0.662 1366.109 PI-74 4.540 1389.063

BM AUX 63 4.491 1371.131 0.131 1366.640

7+400 4.118 1367.013 BM-08 0.114 1395.775 1395.661

PC 2.514 1368.617 PI-76 3.601 1392.174

PI-68 1.904 1369.227

7+420 1.273 1369.858 0.630 Km

PT 0.232 1370.899 0.0050 m

7+430 0.049 1371.082

V4 4.536 1375.604 0.063 1371.068

7+440 2.928 1372.676

7+450 1.696 1373.908

7+460 0.281 1375.323

BM AUX 64 3.281 1378.553 0.332 1375.272

7+470 1.900 1376.653 0.630 Km Dato de Campo

7+480 0.611 1377.942 0.0050 m Dato de Campo

BM AUX 65 3.479 1381.700 0.332 1378.221 0.0126 m Paràmetro

7+490 2.568 1379.132

7+500 1.541 1380.159

7+510 0.818 1380.882

PC 0.755 1380.945 COTA KILOMETRAJE

7+520 0.113 1381.587 1357.478 7+160

PT/PC 0.005 1381.695 1352.518 7+170

PI-69 4.050 1385.352 0.398 1381.302 1353.463 7+180

7+530 2.309 1383.043 1354.672 7+200

7+540 0.498 1384.854 1354.928 7+210

7+550 1.262 1384.090 1352.630 7+220

PT 1.113 1384.239 1352.811 7+230

7+560 0.661 1384.691 1351.596 7+235

BM AUX 66 3.388 1388.046 0.694 1384.658 1352.219 7+240

V5/PI-70 3.958 1384.088 1353.467 7+260

PC 2.444 1385.602 1353.949 7+270

PI-71 1.786 1386.260 1354.350 7+280

7+580 1.676 1386.370 1354.865 7+290

PC/PT 1.476 1386.570 1355.511 7+300

7+590 1.368 1386.678 1356.156 7+310

PI-72 2.478 1389.490 1.034 1387.012 1356.815 7+320

7+600 0.373 1389.117 1358.278 7+330

PT 2.141 1387.349 1358.989 7+340

PC 1.976 1387.514 1360.417 7+350

7+620 1.937 1387.553 1361.680 7+360

PI-73 1.861 1387.629 1363.285 7+370

PT 1.746 1387.744 1364.396 7+380

7+640 1.418 1388.072 1366.109 7+390

7+650 1.011 1388.479 1367.013 7+400

PC 0.793 1388.697 1369.858 7+420

7+660 0.705 1388.785 1371.082 7+430

PI-74 4.585 1393.649 0.426 1389.064 1372.676 7+440

PT 4.261 1389.388 1373.908 7+450

PC 3.540 1390.109 1375.323 7+460

7+680 3.525 1390.124 1376.653 7+470

PI-75 2.890 1390.759 1377.942 7+480

7+690 2.959 1390.690 1379.132 7+490

PT 2.550 1391.099 1380.159 7+500

7+700 2.358 1391.291 1380.882 7+510

PC 1.905 1391.744 1381.587 7+520

7+710 1.601 1392.048 1383.043 7+530

7+720 1.454 1392.195 1384.854 7+540

7+730 1.479 1392.170 1384.090 7+550

7+740 1.615 1392.034 1384.691 7+560

PI-76 3.631 1395.805 1.475 1392.174 1386.370 7+580

PT 1.308 1394.497 1386.678 7+590

7+760 3.682 1392.123 1389.117 7+600

7+770 3.144 1392.661 1387.553 7+620

PI-77 3.078 1392.727 1388.072 7+640

PC/PT 2.782 1393.023 1388.479 7+650

7+780 2.688 1393.117 1388.785 7+660

7+790 1.408 1394.397 1390.124 7+680

BM-08 0.144 1395.661 1390.690 7+690

1391.291 7+700

1392.048 7+710

PERFIL LONGITUDINAL 1392.195 7+720

1392.170 7+730

1392.034 7+740

1392.123 7+760

1392.661 7+770

1393.117 7+780

1394.397 7+790

ESC. 1/100

CO

TA

S

KILOMETRAJE

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

DATOS

Error de Cierre :

Error de Cierre Màximo : 0.020 m/Km

NIVELACIÓN CORRECTA…OK…

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

Comprob. Error de Cierre :

Error de Cierre Máximo :

TRAMO NIVELADO: KM 07+160 AL KM 07+790

LONGITUD NIVELADA :

ERROR DE CIERRE :

PARÁMETROS

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

1350.00

1360.00

1370.00

1380.00

1390.00

1400.00

7160 7210 7260 7310 7360 7410 7460 7510 7560 7610 7660 7710 7760

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 9: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-08 2.641 1398.302 1395.661 PI-79 1.938 1396.0525 1394.115

7+800 0.020 1398.282 V6 0.343 1395.710

PI-78 0.383 1396.128 2.557 1395.745 PI-78 0.308 1395.7445

V6 0.418 1395.710 BM-08 0.393 1395.6595

7+810 0.072 1396.056

7+820 2.187 1393.941 BM AUX 68 0.449 1402.039 1401.590

PT 2.619 1393.509 BM AUX 67 0.132 1398.184 3.987 1398.052

7+830 3.023 1393.105 PI-79 4.070 1394.114

7+840 3.321 1392.807

PC 2.909 1393.219 V-7 0.317 1407.417 1407.100

PI-79 4.073 1398.188 2.013 1394.115 PI-81 0.169 1405.249 2.337 1405.080

7+850 4.869 1393.319 BM AUX 68 3.660 1401.589

7+860 3.639 1394.549

PT 2.722 1395.466 V8 0.488 1411.536 1411.048

7+870 1.860 1396.328 V7 4.436 1407.100

7+880 0.332 1397.856

BM AUX 67 4.048 1402.100 0.136 1398.052 PI-84 2.677 1408.132 1405.455

PC 2.747 1399.353 BM AUX 69 3.912 1411.389 0.655 1407.477

7+890 2.651 1399.449 V8 0.342 1411.047

7+900 1.081 1401.019

PT 0.020 1402.080 PI-85 4.945 1405.501 1400.556

BM AUX 68 3.614 1405.204 0.510 1401.590 BM AUX 70 4.292 1401.209

PT 3.123 1402.081 PI-84 0.046 1405.455

7+910 2.558 1402.646

7+920 1.602 1403.602 PI-87 2.307 1397.805 1395.498

PC 1.055 1404.149 PI-86 3.196 1400.865 0.136 1397.669

PC/PT 0.147 1405.057 PI-85 0.309 1400.556

PI-81 2.442 1407.522 0.124 1405.080

7+930 2.462 1405.060 PI-88 2.959 1395.561 1392.602

PC/PT 2.071 1405.451 PI-87 0.063 1395.498

7+940 1.836 1405.686

7+950 1.085 1406.437 PI-90 3.440 1380.317 1376.877

PI-82 0.740 1406.782 BM AUX 72 4.646 1384.885 0.078 1380.239

7+960 0.263 1407.259 BM AUX 71 4.298 1389.147 0.036 1384.849

V7 4.500 1411.600 0.422 1407.100 PI-89 3.563 1392.615 0.095 1389.052

PC/PT 3.445 1408.155 PI-88 0.014 1392.601

7+980 2.182 1409.418

PC 2.030 1409.570 PI-92 2.401 1376.905 1374.504

7+990 1.915 1409.685 PI-90 0.028 1376.877

PC 1.765 1409.835

8+000 1.698 1409.902 PI-94 0.070 1382.254 1382.184

8+010 1.038 1410.562 BM AUX 73 0.066 1379.344 2.976 1379.278

PI-83 0.723 1410.877 PI-92 4.840 1374.504

PC 0.762 1410.838

8+020 0.546 1411.054 BM-09 0.225 1389.409 1389.184

8+030 0.280 1411.320 BM AUX 74 0.162 1386.001 3.570 1385.839

8+040 0.370 1411.230 PI-94 3.817 1382.184

V8 0.346 1411.394 0.552 1411.048

PT 0.821 1410.573 0.980 Km

8+060 1.820 1409.574 0.0050 m

8+070 2.815 1408.579

8+080 3.345 1408.049

PC 4.458 1406.936

8+090 4.640 1406.754

BM AUX 69 0.712 1408.189 3.917 1407.477

PI-84 0.115 1405.570 2.734 1405.455

8+100 0.706 1404.864 0.980 Km Dato de Campo

PT 1.357 1404.213 0.0050 m Dato de Campo

8+110 2.026 1403.544 0.0196 m Paràmetro

8+120 2.802 1402.768

8+130 3.290 1402.280

8+140 3.933 1401.637

8+150 4.388 1401.182 COTA KILOMETRAJE

PC 4.667 1400.903 1398.282 7+800

8+160 4.987 1400.583 1396.056 7+810

BM AUX 70 4.263 1405.472 4.361 1401.209 1393.941 7+820

PI-85 0.310 1400.866 4.916 1400.556 1393.105 7+830

PT 0.762 1400.104 1392.807 7+840

8+170 1.144 1399.722 1393.319 7+850

PC 1.921 1398.945 1394.549 7+860

8+180 2.086 1398.780 1396.328 7+870

8+190 3.016 1397.850 1397.856 7+880

PI-86 0.183 1397.852 3.197 1397.669 1399.449 7+890

8+200 1.691 1396.161 1401.019 7+900

PT/PC 2.114 1395.738 1402.646 7+910

8+210 2.640 1395.212 1403.602 7+920

8+214 2.774 1395.078 1405.060 7+930

8+217 2.591 1395.261 1405.686 7+940

8+220 2.496 1395.356 1406.437 7+950

PI-87 0.126 1395.624 2.354 1395.498 1407.259 7+960

8+230 0.335 1395.289 1409.418 7+980

PT 0.681 1394.943 1409.685 7+990

8+240 1.035 1394.589 1409.902 8+000

8+250 1.797 1393.827 1410.562 8+010

PC 2.479 1393.145 1411.054 8+020

8+260 2.496 1393.128 1411.320 8+030

8+270 3.131 1392.493 1411.230 8+040

8+280 3.982 1391.642 1409.574 8+060

PT/PC 4.178 1391.446 1408.579 8+070

PI-88 0.004 1392.606 3.022 1392.602 1408.049 8+080

8+290 1.940 1390.666 1406.754 8+090

8+300 3.088 1389.518 1404.864 8+100

8+310 4.444 1388.162 1403.544 8+110

PI-89 0.073 1389.125 3.554 1389.052 1402.768 8+120

8+320 2.049 1387.076 1402.280 8+130

PT 2.460 1386.665 1401.637 8+140

8+330 3.000 1386.125 1401.182 8+150

8+340 3.902 1385.223 1400.583 8+160

8+350 4.550 1384.575 1399.722 8+170

BM AUX 71 0.034 1384.884 4.275 1384.850 1398.780 8+180

8+360 0.942 1383.942 1397.850 8+190

8+370 1.567 1383.317 1396.161 8+200

8+380 2.113 1382.771 1395.212 8+210

8+390 2.596 1382.288 1395.356 8+220

8+400 3.255 1381.629 1395.289 8+230

8+410 3.950 1380.934 1394.589 8+240

8+420 4.640 1380.244 1393.827 8+250

BM AUX 72 0.119 1380.358 4.645 1380.239 1393.128 8+260

8+430 0.663 1379.695 1392.493 8+270

8+440 1.264 1379.094 1391.642 8+280

8+450 2.075 1378.283 1390.666 8+290

8+460 2.559 1377.799 1389.518 8+300

PC 3.103 1377.255 1388.162 8+310

8+470 3.240 1377.118 1387.076 8+320

8+480 3.661 1376.697 1386.125 8+330

PT 3.695 1376.663 1385.223 8+340

PC 4.323 1376.035 1384.575 8+350

8+490 3.990 1376.368 1383.942 8+360

8+500 4.489 1375.869 1383.317 8+370

PI-90 0.048 1376.925 3.481 1376.877 1382.771 8+380

8+510 1.664 1375.261 1382.288 8+390

PI-91 1.782 1375.143 1381.629 8+400

8+520 2.423 1374.502 1380.934 8+410

PT 2.954 1373.971 1380.244 8+420

8+540 3.405 1373.520 1379.695 8+430

8+550 3.275 1373.650 1379.094 8+440

8+560 2.948 1373.977 1378.283 8+450

PC 2.768 1374.157 1377.799 8+460

8+570 2.551 1374.374 1377.118 8+470

PI-92 4.845 1379.349 2.421 1374.504 1376.697 8+480

PT 4.568 1374.781 1376.368 8+490

8+580 4.404 1374.945 1375.869 8+500

8+590 3.684 1375.665 1375.261 8+510

8+600 2.963 1376.386 1374.502 8+520

8+610 2.311 1377.038 1373.520 8+540

8+620 1.671 1377.678 1373.650 8+550

8+630 0.811 1378.538 1373.977 8+560

PC 0.484 1378.865 1374.374 8+570

8+640 0.504 1378.845 1374.945 8+580

8+643.5 0.721 1378.628 1375.665 8+590

8+645 0.733 1378.616 1376.386 8+600

8+646.5 0.619 1378.730 1377.038 8+610

BM AUX 73 3.05 1382.328 0.071 1379.278 1377.678 8+620

8+650 3.168 1379.160 1378.538 8+630

8+660 2.391 1379.937 1378.845 8+640

PT 2.305 1380.023 1379.160 8+650

8+670 1.727 1380.601 1379.937 8+660

PC 1.368 1380.960 1380.601 8+670

8+680 1.032 1381.296 1381.296 8+680

PI-94 3.833 1386.017 0.144 1382.184 1381.977 8+690

8+690 4.040 1381.977 1382.605 8+700

8+700 3.412 1382.605 1383.372 8+710

PT 3.248 1382.769 1384.264 8+720

8+710 2.645 1383.372 1385.146 8+730

8+720 1.753 1384.264 1385.985 8+740

8+730 0.871 1385.146 1386.811 8+750

8+740 0.032 1385.985 1387.535 8+760

BM AUX 74 3.67 1389.510 0.177 1385.840 1388.288 8+770

8+750 2.699 1386.811 1389.122 8+780

PC 2.371 1387.139

8+760 1.975 1387.535

8+770 1.222 1388.288

8+780 0.388 1389.122

V9 0.730 1388.780

PI-95 0.524 1388.986

BM-09 0.326 1389.184

PERFIL LONGITUDINAL

ESC. 1/100

TRAMO NIVELADO: KM 07+800 AL KM 08+780

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

DATOS

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

1372.00

1381.00

1390.00

1399.00

1408.00

1417.00

7800 7850 7900 7950 8000 8050 8100 8150 8200 8250 8300 8350 8400 8450 8500 8550 8600 8650 8700 8750

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 10: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-09 4.707 1393.891 1389.184 PI-96 0.042 1393.8545 1393.813

8+790 4.038 1389.853 BM-09 4.671 1389.184

PT 3.579 1390.312

8+800 3.180 1390.711 PI-98 0.036 1400.352 1400.316

8+810 2.622 1391.269 BM AUX 75 0.246 1397.902 2.696 1397.656

8+820 2.017 1391.874 PI-96 4.089 1393.813

8+830 1.501 1392.390

PC 1.200 1392.691 PI-99 0.383 1408.870 1408.487

8+840 0.839 1393.052 BM AUX 76 0.768 1404.757 4.881 1403.989

8+850 0.325 1393.566 PI-98 4.442 1400.315

V10 0.155 1393.736

PI-96 4.093 1397.906 0.078 1393.813 PI-101 0.226 1411.509 1411.283

8+860 3.861 1394.045 PI-100 1.776 1410.336 2.949 1408.560

PT/PC 3.350 1394.556 PI-99 1.850 1408.486

8+880 2.975 1394.931

8+890 2.380 1395.526 PI-103 0.045 1415.519 1415.474

PI-97 0.149 1397.757 PI-101 4.236 1411.283

8+900 1.724 1396.182

PT 1.221 1396.685 PI-105 0.024 1423.150 1423.126

8+920 0.327 1397.579 PI-104 0.670 1418.900 4.920 1418.230

BM AUX 75 2.706 1400.362 0.250 1397.656 PI-103 3.426 1415.474

8+930 2.092 1398.270

PC 1.477 1398.885 PI-107 2.195 1426.295 1424.100

8+940 1.281 1399.081 PI-105 3.169 1423.126

8+950 0.480 1399.882

PI-98 4.448 1404.764 0.046 1400.316 PI-109 1.832 1424.122 1422.290

8+960 4.147 1400.617 PI-107 0.022 1424.100

PT 3.695 1401.069

8+970 3.356 1401.408 PI-110 1.901 1425.160 1423.259

8+980 2.569 1402.195 PI-109 2.870 1422.290

8+990 1.414 1403.350

9+000 0.751 1404.013 PI-112 0.463 1425.912 1425.449

BM AUX 76 4.951 1408.940 0.775 1403.989 PI-110 2.653 1423.259

9+010 4.335 1404.605

9+020 3.337 1405.603 BM-10 0.788 1431.565 1430.777

9+030 1.950 1406.990 BM AUX 77 0.750 1429.907 2.408 1429.157

PC 1.218 1407.722 PI-112 4.459 1425.448

9+040 0.893 1408.047

9+050 0.118 1408.822 1.010 Km

PI-99 1.853 1410.340 0.453 1408.487 0.0030 m

V11 0.135 1410.205

9+060 1.758 1408.582

PT/PC 1.716 1408.624

9+070 1.775 1408.565

9+080 1.880 1408.460

PI-100 2.992 1411.552 1.780 1408.560

9+088 3.297 1408.255 1.010 Km Dato de Campo

9+090 3.409 1408.143 0.0030 m Dato de Campo

9+092 3.072 1408.480 0.0202 m Paràmetro

9+100 2.399 1409.153

PT/PC 2.072 1409.480

9+110 1.475 1410.077

9+120 0.854 1410.698 COTA KILOMETRAJE

9+130 0.151 1411.401 1389.853 8+790

PI-101 4.251 1415.534 0.269 1411.283 1390.711 8+800

9+140 3.758 1411.776 1391.269 8+810

PT 3.345 1412.189 1391.874 8+820

9+160 2.743 1412.791 1392.390 8+830

9+170 2.372 1413.162 1393.052 8+840

9+180 1.972 1413.562 1393.566 8+850

PC 1.755 1413.779 1394.045 8+860

9+190 1.507 1414.027 1394.931 8+880

PI-102 1.552 1413.982 1395.526 8+890

9+200 1.105 1414.429 1396.182 8+900

PT 1.030 1414.504 1397.579 8+920

9+210 0.602 1414.932 1399.081 8+940

PC 0.255 1415.279 1399.882 8+950

9+220 0.175 1415.359 1400.617 8+960

PI-103 3.430 1418.904 0.060 1415.474 1401.408 8+970

9+230 3.120 1415.784 1402.195 8+980

PT 3.056 1415.848 1403.350 8+990

9+240 2.607 1416.297 1404.013 9+000

9+250 1.975 1416.929 1404.605 9+010

9+260 1.449 1417.455 1405.603 9+020

PC 1.212 1417.692 1406.990 9+030

9+270 0.898 1418.006 1408.047 9+040

9+280 0.308 1418.596 1408.822 9+050

PI-104 4.943 1423.173 0.674 1418.230 1408.582 9+060

PC 4.048 1419.125 1408.565 9+070

9+300 3.445 1419.728 1408.460 9+080

9+310 2.643 1420.530 1408.143 9+090

9+320 2.118 1421.055 1409.153 9+100

9+330 1.295 1421.878 1410.077 9+110

9+340 0.345 1422.828 1410.698 9+120

PI-105 3.205 1426.331 0.047 1423.126 1411.401 9+130

9+350 2.895 1423.436 1411.776 9+140

V12 1.957 1424.374 1412.791 9+160

PT 2.541 1423.790 1413.162 9+170

9+360 2.471 1423.860 1413.562 9+180

9+370 1.970 1424.361 1414.027 9+190

9+380 1.787 1424.544 1414.429 9+200

PI-106 1.619 1424.712 1414.932 9+210

9+390 1.652 1424.679 1415.359 9+220

PT 1.697 1424.634 1415.784 9+230

9+400 1.732 1424.599 1416.297 9+240

PC 2.038 1424.293 1416.929 9+250

9+420 2.155 1424.176 1417.455 9+260

9+430 2.345 1423.986 1418.006 9+270

V13 2.713 1423.618 1418.596 9+280

PI-107 0.032 1424.132 2.231 1424.100 1419.728 9+300

9+440 0.360 1423.772 1420.530 9+310

PT 0.427 1423.705 1421.055 9+320

9+450 0.675 1423.457 1421.878 9+330

9+460 1.025 1423.107 1422.828 9+340

9+470 1.359 1422.773 1423.436 9+350

PC 1.482 1422.650 1423.860 9+360

9+480 1.547 1422.585 1424.361 9+370

PI-108 1.469 1422.663 1424.544 9+380

9+490 1.667 1422.465 1424.679 9+390

PC/PT 1.761 1422.371 1424.599 9+400

9+500 1.838 1422.294 1424.176 9+420

9+510 2.045 1422.087 1423.986 9+430

PI-109 2.888 1425.178 1.842 1422.290 1423.772 9+440

9+513.5 3.401 1421.777 1423.457 9+450

9+515 3.531 1421.647 1423.107 9+460

9+517.5 3.365 1421.813 1422.773 9+470

9+520 3.214 1421.964 1422.585 9+480

PC 2.871 1422.307 1422.465 9+490

9+530 2.801 1422.377 1422.294 9+500

9+540 0.445 1424.733 1422.087 9+510

9+550 2.531 1422.647 1421.964 9+520

9+560 2.157 1423.021 1422.377 9+530

PC 2.118 1423.060 1424.733 9+540

9+580 2.005 1423.173 1422.647 9+550

PI-110 2.715 1425.974 1.919 1423.259 1423.021 9+560

PT 2.711 1423.263 1423.173 9+580

9+590 2.585 1423.389 1423.389 9+590

9+600 2.420 1423.554 1423.554 9+600

9+610 2.180 1423.794 1423.794 9+610

PC 2.197 1423.777 1423.784 9+620

9+620 2.190 1423.784 1424.078 9+630

9+630 1.896 1424.078 1424.337 9+640

9+640 1.637 1424.337 1424.642 9+650

9+650 1.332 1424.642 1424.959 9+660

PI-111 1.369 1424.605 1425.187 9+670

9+660 1.015 1424.959 1425.279 9+680

9+670 0.787 1425.187 1425.948 9+700

PC/PT 0.745 1425.229 1426.321 9+710

9+680 0.695 1425.279 1426.607 9+720

PI-112 4.451 1429.900 0.525 1425.449 1427.128 9+730

V14 3.932 1425.968 1427.482 9+740

PT 4.295 1425.605 1428.512 9+760

9+700 3.952 1425.948 1428.992 9+770

9+710 3.579 1426.321 1429.140 9+780

9+720 3.293 1426.607 1429.887 9+790

9+730 2.772 1427.128 1430.570 9+800

9+740 2.418 1427.482

PC 1.705 1428.195

9+760 1.388 1428.512

9+770 0.908 1428.992

9+780 0.760 1429.140

9+790 0.013 1429.887

BM AUX 77 2.465 1431.622 0.743 1429.157

9+800 1.052 1430.570

PI-113 0.979 1430.643

BM-10 0.845 1430.777

PERFIL LONGITUDINAL

ESC. 1/100

TRAMO NIVELADO: KM 08+790 AL KM 09+980

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

1390.00

1400.00

1410.00

1420.00

1430.00

1440.00

8790 8840 8890 8940 8990 9040 9090 9140 9190 9240 9290 9340 9390 9440 9490 9540 9590 9640 9690 9740 9790

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 11: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-10 4.816 1435.593 1430.777 PI-114 0.043 1435.6105 1435.568

9+810 4.656 1430.937 BM-10 4.834 1430.777

9+820 3.810 1431.783

9+830 3.049 1432.544 PI-115 1.417 1439.526 1438.109

9+840 2.398 1433.195 PI-114 3.958 1435.568

PC/PT 2.141 1433.452

9+850 1.824 1433.769 PI-116 0.159 1443.044 1442.885

9+860 1.405 1434.188 PI-115 4.935 1438.109

9+870 0.800 1434.793

PI-114 3.980 1439.548 0.025 1435.568 PI-116 0.159 1443.044 1442.885

9+880 4.091 1435.457 PI-115 4.935 1438.109

PT 3.558 1435.990

9+900 2.761 1436.787 PI-118 1.422 1445.954 1444.532

9+910 2.200 1437.348 PI-116 3.069 1442.885

PC 1.825 1437.723

9+920 1.730 1437.818 V17 3.245 1449.357 1446.112

PI-115 4.981 1443.090 1.439 1438.109 BM AUX 80 0.135 1449.222

PT 4.568 1438.522 BM AUX 78 1.397 1446.713 4.041 1445.316

9+940 4.052 1439.038 PI-118 2.180 1444.533

9+960 2.884 1440.206

9+980 0.021 1443.069 C1 1.093 1448.483 1447.390

PC 0.598 1442.492 V17 2.371 1446.112

10+000 0.561 1442.529

PI-116 3.100 1445.985 0.205 1442.885 C2 0.092 1453.887 1453.795

PC 2.901 1443.084 BM AUX 81 0.543 1450.325 4.105 1449.782

10+020 2.737 1443.248 C1 2.936 1447.389

10+040 2.268 1443.717

PC 2.217 1443.768 C3 0.073 1458.704 1458.631

PI-117 1.487 1444.498 C2 4.910 1453.794

10+060 1.861 1444.124

V16 1.416 1444.569 PI-125 0.775 1461.821 1461.046

PC/PT 1.790 1444.195 C3 3.190 1458.631

10+080 1.580 1444.405

PI-118 2.175 1446.707 1.453 1444.532 BM-11 1.123 1465.940 1464.817

10+100 2.072 1444.635 PI-126 0.032 1464.292 1.680 1464.260

PT 2.019 1444.688 PI-125 3.246 1461.046

10+120 2.126 1444.581

10+140 1.684 1445.023 0.970 Km

10+160 1.533 1445.174 0.0030 m

PC 1.549 1445.158

10+180 1.514 1445.193

BM AUX 78 4.991 1450.306 1.392 1445.315

BM AUX 79 2.556 1451.779 1.083 1449.223

PI-119 1.290 1451.713 1.356 1450.423

BM AUX 80 0.211 1449.432 2.492 1449.221

10+200 4.240 1445.192 0.970 Km Dato de Campo

PT 4.220 1445.212 0.0030 m Dato de Campo

10+220 3.952 1445.480 0.0194 m Paràmetro

10+240 3.547 1445.885

PC 3.486 1445.946

PI-120 3.386 1446.046

V17 2.983 1449.095 3.320 1446.112 COTA KILOMETRAJE

PT 3.085 1446.010 1430.937 9+810

10+260 3.090 1446.005 1431.783 9+820

10+280 3.095 1446.000 1432.544 9+830

PC 2.940 1446.155 1433.195 9+840

10+300 2.906 1446.189 1433.769 9+850

10+320 0.005 1449.090 1434.188 9+860

PI-121 2.085 1447.010 1434.793 9+870

PT 2.138 1446.957 1435.457 9+880

10+340 1.974 1447.121 1436.787 9+900

PG-05 2.134 1446.961 1437.348 9+910

C1 2.824 1450.214 1.705 1447.390 1437.818 9+920

10+360 2.270 1447.944 1439.038 9+940

10+380 1.433 1448.781 1440.206 9+960

10+400 0.395 1449.819 1443.069 9+980

BM AUX 81 4.090 1453.872 0.432 1449.782 1442.529 10+000

10+420 1.798 1452.074 1443.248 10+020

10+440 0.672 1453.200 1443.717 10+040

10+460 0.601 1453.271 1444.124 10+060

C2 4.958 1458.753 0.077 1453.795 1444.405 10+080

PC 4.723 1454.030 1444.635 10+100

10+480 4.505 1454.248 1444.581 10+120

PI-122 4.611 1454.142 1445.023 10+140

10+500 3.429 1455.324 1445.174 10+160

10+520 2.267 1456.486 1445.193 10+180

10+540 1.021 1457.732 1445.192 10+200

PC 0.415 1458.338 1445.480 10+220

PI-123 0.335 1458.418 1445.885 10+240

C3 3.215 1461.846 0.122 1458.631 1446.005 10+260

10+560 3.401 1458.445 1446.000 10+280

PT 2.995 1458.851 1446.189 10+300

10+580 2.799 1459.047 1449.090 10+320

PC 2.431 1459.415 1447.121 10+340

10+600 2.328 1459.518 1447.944 10+360

PI-124 1.743 1460.103 1448.781 10+380

10+620 1.805 1460.041 1449.819 10+400

10+640 1.539 1460.307 1452.074 10+420

PC 0.882 1460.964 1453.200 10+440

10+660 0.742 1461.104 1453.271 10+460

PI-125 3.235 1464.281 0.800 1461.046 1454.248 10+480

10+700 2.410 1461.871 1455.324 10+500

10+740 1.373 1462.908 1456.486 10+520

10+760 0.600 1463.681 1457.732 10+540

PC 0.364 1463.917 1458.445 10+560

PI-126 1.724 1465.983 0.022 1464.259 1459.047 10+580

10+780 1.390 1464.593 1459.518 10+600

PT 1.348 1464.635 1460.041 10+620

BM-11 1.166 1464.817 1460.307 10+640

1461.104 10+660

1461.871 10+700

PERFIL LONGITUDINAL 1462.908 10+740

1463.681 10+760

1464.593 10+780

ESC. 1/100

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 09+810 AL KM 10+780

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1430.00

1438.00

1446.00

1454.00

1462.00

1470.00

9810 9860 9910 9960 10010 10060 10110 10160 10210 10260 10310 10360 10410 10460 10510 10560 10610 10660 10710 10760

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 12: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-11 4.795 1469.612 1464.817 PI-127 0.073 1469.6395 1469.567

10+800 4.308 1465.304 BM-11 4.823 1464.817

10+840 2.500 1467.112

10+880 0.940 1468.672 PI-128 0.663 1472.393 1471.730

PC 0.007 1469.605 PI-127 2.826 1469.567

PI-127 2.863 1472.430 0.045 1469.567

10+900 2.200 1470.230 PI-130 0.749 1474.964 1474.215

PT 1.835 1470.595 PI-128 3.234 1471.730

10+920 1.819 1470.611

10+940 1.567 1470.863 PI-131 1.064 1476.694 1475.630

10+960 0.830 1471.600 PI-130 2.479 1474.215

PC 0.743 1471.687

PI-128 3.300 1475.030 0.700 1471.730 PI-132 0.730 1478.256 1477.526

PT 3.200 1471.830 PI-131 2.626 1475.630

10+980 3.161 1471.869

11+000 2.707 1472.323 PI-133 0.365 1481.220 1480.855

11+015 2.190 1472.840 PI-132 3.694 1477.526

11+015.5 3.000 1472.030

11+016 2.195 1472.835 PI-134 1.731 1484.294 1482.563

11+020 2.087 1472.943 PI-133 3.439 1480.855

PC 2.033 1472.997

PI-129 1.859 1473.171 PI-135 1.309 1483.128 1481.819

PT 1.664 1473.366 BM AUX 83 2.716 1480.412

11+040 1.413 1473.617 BM AUX 82 3.515 1483.933 2.710 1480.418

PC 1.002 1474.028 PI-134 1.369 1482.564

11+060 0.704 1474.326

PI-130 2.553 1476.768 0.815 1474.215 PI-136 1.423 1483.095 1481.672

PC/PT 2.297 1474.471 PI-135 1.276 1481.819

11+080 1.953 1474.815

11+090 1.675 1475.093 PI-138 2.516 1483.855 1481.339

11+090.5 2.375 1474.393 PI-136 2.183 1481.672

11+091 1.627 1475.141

11+100 1.515 1475.253 BM-12 2.105 1482.881 1480.776

PC 1.000 1475.768 PI-138 1.542 1481.339

PI-131 2.677 1478.307 1.138 1475.630

11+120 2.011 1476.296 0.860 Km

PT 2.081 1476.226 0.0010 m

11+140 1.955 1476.352

PC 1.263 1477.044

11+160 1.196 1477.111

PI-132 3.750 1481.276 0.781 1477.526

11+180 2.720 1478.556

PT 2.531 1478.745

11+200 2.208 1479.068 0.860 Km Dato de Campo

11+220 2.144 1479.132 0.0010 m Dato de Campo

11+240 1.275 1480.001 0.0172 m Paràmetro

PC 1.035 1480.241

11+260 0.422 1480.854

PI-133 3.503 1484.358 0.421 1480.855

PT 3.189 1481.169 COTA KILOMETRAJE

11+280 2.719 1481.639 1465.304 10+800

11+300 2.062 1482.296 1467.112 10+840

11+320 1.545 1482.813 1468.672 10+880

11+340 1.092 1483.266 1470.230 10+900

PC 1.188 1483.170 1470.611 10+920

PI-134 1.469 1484.032 1.795 1482.563 1470.863 10+940

11+350 1.280 1482.752 1471.600 10+960

11+370 3.605 1480.427 1471.869 10+980

BM AUX 82 0.915 1481.333 3.614 1480.418 1472.323 11+000

11+376 4.681 1476.652 1472.943 11+020

11+378 4.785 1476.548 1473.617 11+040

11+380 2.640 1478.693 1474.326 11+060

BM AUX 83 2.761 1483.173 0.921 1480.412 1474.815 11+080

11+390 1.657 1481.516 1475.093 11+090

11+393 1.788 1481.385 1475.253 11+100

11+394 1.880 1481.293 1476.296 11+120

11+395 1.770 1481.403 1476.352 11+140

11+400 1.573 1481.600 1477.111 11+160

PI-135 1.323 1483.142 1.354 1481.819 1478.556 11+180

PT 1.495 1481.647 1479.068 11+200

11+420 1.354 1481.788 1479.132 11+220

11+440 1.365 1481.777 1480.001 11+240

PC 1.469 1481.673 1480.854 11+260

PI-136 2.212 1483.884 1.470 1481.672 1481.639 11+280

11+460 1.975 1481.909 1482.296 11+300

PT 1.886 1481.998 1482.813 11+320

PC 1.809 1482.075 1483.266 11+340

11+480 1.801 1482.083 1482.752 11+350

PI-137 1.498 1482.386 1480.427 11+370

11+500 1.897 1481.987 1478.693 11+380

C5 1.502 1482.382 1481.516 11+390

PT 1.938 1481.946 1481.600 11+400

11+520 2.141 1481.743 1481.788 11+420

11+540 2.474 1481.410 1481.777 11+440

PC 2.470 1481.414 1481.909 11+460

11+560 2.468 1481.416 1482.083 11+480

PI-138 1.578 1482.917 2.545 1481.339 1481.987 11+500

PT 1.436 1481.481 1481.743 11+520

11+580 1.462 1481.455 1481.410 11+540

11+600 1.556 1481.361 1481.416 11+560

11+620 1.648 1481.269 1481.455 11+580

11+640 1.710 1481.207 1481.361 11+600

PC 1.736 1481.181 1481.269 11+620

11+660 1.936 1480.981 1481.207 11+640

BM-12 2.141 1480.776 1480.981 11+660

PERFIL LONGITUDINAL

ESC. 1/100

TRAMO NIVELADO: KM 10+800 AL KM 11+660

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

1465.00

1470.00

1475.00

1480.00

1485.00

1490.00

10800 10850 10900 10950 11000 11050 11100 11150 11200 11250 11300 11350 11400 11450 11500 11550 11600 11650

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 13: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-12 0.770 1481.546 1480.776 PI-140 1.992 1481.4965 1479.505

11+680 0.708 1480.838 C6 1.292 1480.205

PI-139 0.810 1480.736 BM-12 0.721 1480.7755

11+700 1.147 1480.399

11+720 1.525 1480.021 C7 0.096 1482.231 1482.135

11+740 1.862 1479.684 PI-141 1.588 1481.714 2.105 1480.126

11+760 2.135 1479.411 PI-140 2.209 1479.505

11+780 2.222 1479.324

PT 2.293 1479.253 C8/PI-143 1.255 1483.235 1481.980

11+785 2.216 1479.330 C7 1.101 1482.134

PI-140 2.215 1481.720 2.041 1479.505

11+800 2.078 1479.642 PI-144 1.155 1483.349 1482.194

11+820 1.671 1480.049 C8/PI-143 1.369 1481.980

PC 1.648 1480.072

PI-141 2.142 1482.269 1.593 1480.127 C10/PI-145 0.140 1485.338 1485.198

PT 1.390 1480.879 PI-144 3.144 1482.194

11+840 1.820 1480.449

11+860 1.888 1480.381 PI-146 0.033 1490.038 1490.005

11+880 1.649 1480.620 C10/PI-145 4.840 1485.198

11+900 1.459 1480.810

PC 1.039 1481.230 PI-147 0.033 1494.997 1494.964

C7 1.165 1483.300 0.134 1482.135 BM AUX 84 0.662 1492.629 3.030 1491.967

11+920 1.812 1481.488 PI-146 2.624 1490.005

PT 1.731 1481.569

11+940 1.636 1481.664 PI-148 0.290 1499.228 1498.938

11+960 1.665 1481.635 PI-147 4.264 1494.964

11+980 1.712 1481.588

PC 1.704 1481.596 PI-149 0.750 1502.016 1501.266

C8/PI-143 1.440 1483.420 1.320 1481.980 PI-148 3.078 1498.938

12+000 1.851 1481.569

PT 1.907 1481.513 BM-13 0.282 1511.038 1510.756

12+020 1.788 1481.632 PI-150 1.014 1507.494 4.558 1506.480

PC 1.433 1481.987 BM AUX 85 0.194 1505.052 2.636 1504.858

12+040 1.449 1481.971 PI-149 3.786 1501.266

C9 1.336 1482.084

PI-144 3.192 1485.386 1.226 1482.194 0.980 Km

12+060 3.322 1482.064 0.0010 m

PT 2.590 1482.796

12+080 2.517 1482.869

12+120 1.861 1483.525

12+160 1.462 1483.924

PC 1.161 1484.225

12+200 0.672 1484.714

C10/PI-145 4.868 1490.066 0.188 1485.198 0.980 Km Dato de Campo

12+220 4.723 1485.343 0.0010 m Dato de Campo

PT 4.108 1485.958 0.0196 m Paràmetro

12+240 4.072 1485.994

12+260 3.164 1486.902

PC 1.819 1488.247

12+280 1.771 1488.295 COTA KILOMETRAJE

C11 0.408 1489.658 1480.838 11+680

PI-146 2.626 1492.631 0.061 1490.005 1480.399 11+700

12+300 2.830 1489.801 1480.021 11+720

12+320 1.123 1491.508 1479.684 11+740

BM AUX 84 3.015 1494.981 0.665 1491.966 1479.411 11+760

12+340 1.537 1493.444 1479.324 11+780

PC 1.201 1493.780 1479.642 11+800

12+360 0.066 1494.915 1480.049 11+820

PI-147 4.327 1499.291 0.017 1494.964 1480.449 11+840

PT 3.440 1495.851 1480.381 11+860

12+380 2.932 1496.359 1480.620 11+880

12+400 1.730 1497.561 1480.810 11+900

PC 1.412 1497.879 1481.488 11+920

12+420 0.467 1498.824 1481.664 11+940

PI-148 3.146 1502.084 0.353 1498.938 1481.635 11+960

PT 2.352 1499.732 1481.588 11+980

12+440 2.206 1499.878 1481.569 12+000

C12 2.079 1500.005 1481.632 12+020

12+460 1.710 1500.374 1481.971 12+040

PC 1.589 1500.495 1482.064 12+060

12+480 1.165 1500.919 1482.869 12+080

12+500 0.748 1501.336 1483.525 12+120

PI-149 3.790 1505.056 0.818 1501.266 1483.924 12+160

PT 2.762 1502.294 1484.714 12+200

12+540 1.687 1503.369 1485.343 12+220

PC 0.425 1504.631 1485.994 12+240

12+580 0.061 1504.995 1486.902 12+260

BM AUX 85 2.645 1507.503 0.198 1504.858 1488.295 12+280

12+620 0.371 1507.132 1489.801 12+300

PI-150 4.597 1511.077 1.023 1506.480 1491.508 12+320

12+640 2.411 1508.666 1493.444 12+340

PT 1.544 1509.533 1494.915 12+360

12+660 0.968 1510.109 1496.359 12+380

BM-13 0.321 1510.756 1497.561 12+400

1498.824 12+420

1499.878 12+440

PERFIL LONGITUDINAL 1500.374 12+460

1500.919 12+480

1501.336 12+500

1503.369 12+540

1504.995 12+580

1507.132 12+620

1508.666 12+640

1510.109 12+660

ESC. 1/100

TRAMO NIVELADO: KM 11+680 AL KM 12+660

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

DATOS

CO

TA

S

KILOMETRAJE

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

1478.00

1497.00

1516.00

11680 11730 11780 11830 11880 11930 11980 12030 12080 12130 12180 12230 12280 12330 12380 12430 12480 12530 12580 12630

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 14: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-13 3.212 1513.968 1510.756 PI-152 0.211 1516.3265 1516.116

C13 3.525 1510.443 BM AUX 86 0.447 1514.077 2.697 1513.630

PI-151 2.950 1511.018 BM-13 3.321 1510.756

12+680 2.405 1511.563

12+700 0.997 1512.971 C14 0.425 1523.551 1523.126

BM AUX 86 2.724 1516.354 0.338 1513.630 BM AUX 87 0.025 1518.666 4.910 1518.641

PC 3.042 1513.312 PI-152 2.55 1516.116

12+720 2.530 1513.824

PI-152 2.560 1518.676 0.238 1516.116 PI-155 0.204 1527.614 1527.410

12+740 3.742 1514.934 C14 4.488 1523.126

PT 3.564 1515.112

12+780 0.938 1517.738 PI-157 0.825 1534.805 1533.980

BM AUX 87 4.970 1523.611 0.035 1518.641 PI-156 0.267 1531.688 3.384 1531.421

PC 4.931 1518.680 PI-155 4.279 1527.409

12+820 3.262 1520.349

PI-153 2.900 1520.711 C16 0.447 1540.581 1540.134

PC/PT 1.181 1522.430 PI-158 0.125 1538.031 2.675 1537.906

12+860 0.933 1522.678 PI-157 4.051 1533.980

C14 4.575 1527.701 0.485 1523.126

PI-154 4.046 1523.655 C17/PI-160 0.038 1547.772 1547.734

12+880 3.970 1523.731 BM AUX 88 0.605 1545.426 2.951 1544.821

PT 3.411 1524.290 PI-159 0.554 1543.223 2.757 1542.669

12+900 3.310 1524.391 C16 3.089 1540.134

12+920 2.395 1525.306

PC 1.428 1526.273 PI-161 0.448 1550.962 1550.514

12+940 1.172 1526.529 C17/PI-160 3.229 1547.733

12+960 0.150 1527.551

PI-155 4.283 1531.693 0.291 1527.410 PI-162 0.889 1553.314 1552.425

12+980 2.819 1528.874 PI-161 2.800 1550.514

PT 2.563 1529.130

13+000 1.762 1529.931 PI-163 0.150 1559.438 1559.288

PC 0.900 1530.793 BM AUX 89 0.002 1556.166 3.274 1556.164

13+020 0.562 1531.131 PI-162 3.741 1552.425

PI-156 3.500 1534.922 0.271 1531.422

PT/PC 2.854 1532.068 BM-14 0.808 1566.250 1565.442

13+040 2.710 1532.212 BM AUX 90 0.261 1562.858 3.653 1562.597

C15 2.302 1532.620 PI-163 3.570 1559.288

13+060 1.640 1533.282

PI-157 4.055 1538.035 0.942 1533.980 1.020 Km

13+080 3.504 1534.531 0.0020 m

13+100 2.419 1535.616

PC/PT 2.279 1535.756

13+120 1.199 1536.836

PI-158 2.755 1540.662 0.128 1537.907

13+140 2.588 1538.074

13+160 1.636 1539.026

PT 1.330 1539.332 1.020 Km Dato de Campo

13+180 0.735 1539.927 0.0020 m Dato de Campo

C16 3.092 1543.226 0.528 1540.134 0.0204 m Paràmetro

13+200 2.566 1540.660

13+220 1.645 1541.581

PC 1.042 1542.184

13+240 0.520 1542.706 COTA KILOMETRAJE

PI-159 2.761 1545.430 0.557 1542.669 1511.563 12+680

PT 2.382 1543.048 1512.971 12+700

13+260 1.617 1543.813 1513.824 12+720

BM AUX 88 2.914 1547.735 0.609 1544.821 1514.934 12+740

13+280 2.252 1545.483 1517.738 12+780

PT 1.527 1546.208 1520.349 12+820

PC 1.435 1546.300 1522.678 12+860

13+300 0.741 1546.994 1523.731 12+880

C17/PI-160 3.275 1551.009 0.001 1547.734 1524.391 12+900

13+320 3.005 1548.004 1525.306 12+920

PT 2.535 1548.474 1526.529 12+940

13+340 2.075 1548.934 1527.551 12+960

PC 1.224 1549.785 1528.874 12+980

13+360 1.175 1549.834 1529.931 13+000

13+380 0.701 1550.308 1531.131 13+020

PI-161 2.822 1553.336 0.495 1550.514 1532.212 13+040

C18 1.600 1551.736 1533.282 13+060

PT 2.213 1551.123 1534.531 13+080

13+400 2.145 1551.191 1535.616 13+100

PC 1.362 1551.974 1536.836 13+120

13+440 0.938 1552.398 1538.074 13+140

PI-162 3.742 1556.167 0.911 1552.425 1539.026 13+160

PT 3.501 1552.666 1539.927 13+180

13+480 2.350 1553.817 1540.660 13+200

13+520 0.856 1555.311 1541.581 13+220

BM AUX 89 3.358 1559.523 0.002 1556.165 1542.706 13+240

13+560 2.479 1557.044 1543.813 13+260

13+580 1.559 1557.964 1545.483 13+280

PC 1.305 1558.218 1546.994 13+300

C19 0.918 1558.605 1548.004 13+320

13+600 0.507 1559.016 1548.934 13+340

PI-163 3.576 1562.864 0.235 1559.288 1549.834 13+360

13+620 2.831 1560.033 1550.308 13+380

PT 2.242 1560.622 1551.191 13+400

13+640 1.749 1561.115 1552.398 13+440

13+660 0.873 1561.991 1553.817 13+480

BM AUX 90 3.708 1566.3045 0.267 1562.597 1555.311 13+520

13+680 2.651 1563.654 1557.044 13+560

PC 2.355 1563.950 1557.964 13+580

13+700 1.145 1565.160 1559.016 13+600

PI-164 1.012 1565.293 1560.033 13+620

C20 0.771 1565.534 1561.115 13+640

BM-14 0.863 1565.442 1561.991 13+660

1563.654 13+680

1565.160 13+700

PERFIL LONGITUDINAL

ESC. 1/100

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 12+680 AL KM 13+700

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1511.00

1521.00

1531.00

1541.00

1551.00

1561.00

1571.00

12680 12740 12800 12860 12920 12980 13040 13100 13160 13220 13280 13340 13400 13460 13520 13580 13640 13700

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 15: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-14 4.070 1569.512 1565.442 PI-165 0.028 1569.4745 1569.447

PC 3.360 1566.152 BM-14 4.033 1565.442

13+720 3.298 1566.214

13+740 2.372 1567.140 C21 0.350 1573.661 1573.311

13+760 1.433 1568.079 PI-166 0.887 1572.006 2.542 1571.119

13+780 0.524 1568.988 PI-165 2.559 1569.447

PC 0.455 1569.057

PI-165 2.562 1572.009 0.065 1569.447 PI-168 1.863 1574.354 1572.491

13+800 2.112 1569.897 C21 1.043 1573.311

PT 1.997 1570.012

PC 1.420 1570.589 PI-170 2.053 1576.905 1574.852

13+820 1.092 1570.917 BM AUX 91 0.070 1574.335 2.640 1574.265

PI-166 2.596 1573.715 0.890 1571.119 PI-168 1.844 1572.491

PT 2.075 1571.640

13+840 1.912 1571.803 PI-172 2.303 1571.146 1568.843

13+860 1.000 1572.715 BM AUX 92 4.069 1574.564 0.651 1570.495

C21 1.112 1574.423 0.404 1573.311 PI-171 1.607 1576.110 0.061 1574.503

PC 1.449 1572.974 PI-170 1.258 1574.852

13+880 1.455 1572.968

13+900 1.231 1573.192 PI-174 0.533 1572.779 1572.246

PT 1.435 1572.988 PI-173 1.578 1571.603 2.754 1570.025

13+920 1.703 1572.720 PI-172 2.760 1568.843

PC 1.920 1572.503

13+940 1.960 1572.463 PI-176 0.040 1577.729 1577.689

13+960 2.149 1572.274 PI-175 0.360 1574.857 3.232 1574.497

C22 1.796 1572.627 PI-174 2.611 1572.246

PI-168 1.850 1574.341 1.932 1572.491

PT 2.111 1572.230 PI-177 1.142 1580.783 1579.641

13+980 2.100 1572.241 PI-176 3.094 1577.689

14+000 1.863 1572.478

14+020 1.199 1573.142 PI-179 1.332 1584.264 1582.932

PC 0.482 1573.859 PI-177 4.623 1579.641

BM AUX 91 2.704 1576.970 0.075 1574.266

14+040 2.598 1574.372 PI-180 0.940 1585.447 1584.507

14+060 1.493 1575.477 PI-179 2.515 1582.932

C23 1.117 1575.853

PT 1.634 1575.336 PI-181 1.050 1588.475 1587.425

14+080 1.807 1575.163 PI-180 3.968 1584.507

PC 1.902 1575.068

PI-170 1.265 1576.117 2.118 1574.852 BM-15 1.201 1589.461 1588.260

14+100 1.230 1574.887 PI-181 2.036 1587.425

PT/PC 1.310 1574.807

14+120 1.415 1574.702 1.060 Km

PI-171 0.065 1574.568 1.614 1574.503 0.0000 m

14+140 0.458 1574.110

PT 0.913 1573.655

14+160 1.321 1573.247

14+180 2.711 1571.857

14+200 3.195 1571.373

PC 4.801 1569.767

BM AUX 92 0.681 1571.176 4.073 1570.495 1.060 Km Dato de Campo

14+210 1.670 1569.506 0.0000 m Dato de Campo

14+220 1.998 1569.178 0.0212 m Paràmetro

PI-172 2.760 1571.603 2.333 1568.843

14+260 2.128 1569.475

PI-173 2.810 1572.836 1.577 1570.026

14+270 2.611 1570.225 COTA KILOMETRAJE

14+280 2.038 1570.798 1566.214 13+720

PT 1.970 1570.866 1567.140 13+740

PC 0.601 1572.235 1568.079 13+760

14+300 0.628 1572.208 1568.988 13+780

PI-174 2.615 1574.861 0.590 1572.246 1569.897 13+800

14+302.7 2.710 1572.151 1570.917 13+820

14+304.2 2.785 1572.076 1571.803 13+840

14+305.7 2.635 1572.226 1572.715 13+860

PT 2.243 1572.618 1572.968 13+880

14+320 1.084 1573.777 1573.192 13+900

PC 0.823 1574.038 1572.720 13+920

PI-175 3.205 1577.702 0.364 1574.497 1572.463 13+940

14+340 2.550 1575.152 1572.274 13+960

PT 2.400 1575.302 1572.241 13+980

PC 1.311 1576.391 1572.478 14+000

14+360 0.880 1576.822 1573.142 14+020

PI-176 3.110 1580.799 0.013 1577.689 1574.372 14+040

14+380 2.634 1578.165 1575.477 14+060

PT 2.505 1578.294 1575.163 14+080

14+400 2.042 1578.757 1574.887 14+100

14+420 1.414 1579.385 1574.702 14+120

PC 1.607 1579.192 1574.110 14+140

14+440 1.562 1579.237 1573.247 14+160

PI-177 4.701 1584.342 1.158 1579.641 1571.857 14+180

PT 3.915 1580.427 1571.373 14+200

14+460 3.740 1580.602 1569.506 14+210

14+480 2.185 1582.157 1569.178 14+220

PC 1.975 1582.367 1569.475 14+260

14+500 1.756 1582.586 1570.225 14+270

PI-178 1.459 1582.883 1570.798 14+280

14+520 0.899 1583.443 1572.208 14+300

14+540 1.655 1582.687 1573.777 14+320

PC 2.862 1581.480 1575.152 14+340

14+560 1.755 1582.587 1576.822 14+360

PI-179 2.575 1585.507 1.410 1582.932 1578.165 14+380

14+580 2.529 1582.978 1578.757 14+400

PT 2.290 1583.217 1579.385 14+420

14+600 1.731 1583.776 1579.237 14+440

14+620 1.193 1584.314 1580.602 14+460

PC 1.101 1584.406 1582.157 14+480

PI-180 4.000 1588.507 1.000 1584.507 1582.586 14+500

PT 3.909 1584.598 1583.443 14+520

14+640 3.811 1584.696 1582.687 14+540

14+660 2.817 1585.690 1582.587 14+560

14+680 0.934 1587.573 1582.978 14+580

PC 0.884 1587.623 1583.776 14+600

14+700 0.966 1587.541 1584.314 14+620

PI-181 2.080 1589.505 1.082 1587.425 1584.696 14+640

14+720 2.140 1587.365 1585.690 14+660

14+740 2.055 1587.450 1587.573 14+680

PC 1.693 1587.812 1587.541 14+700

14+760 1.670 1587.835 1587.365 14+720

PI-182 1.555 1587.950 1587.450 14+740

PT/PC 1.469 1588.036 1587.835 14+760

14+780 1.425 1588.080 1588.080 14+780

C24 1.201 1588.304

BM-15 1.245 1588.260

PERFIL LONGITUDINAL

ESC. 1/100

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 13+720 AL KM 14+780

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1564.00

1570.00

1576.00

1582.00

1588.00

1594.00

13720 13760 13800 13840 13880 13920 13960 14000 14040 14080 14120 14160 14200 14240 14280 14320 14360 14400 14440 14480 14520 14560 14600 14640 14680 14720 14760

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 16: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-15 4.970 1593.230 1588.260 C25 0.193 1593.1725 1592.980

PI-183 4.865 1588.365 BM-15 4.913 1588.260

14+800 4.541 1588.689

PT 4.265 1588.965 PI-185 1.852 1595.226 1593.374

14+820 3.825 1589.405 C25 2.246 1592.980

14+840 2.785 1590.445

14+860 1.975 1591.255 PI-187 3.482 1590.067 1586.585

PC 1.360 1591.870 PI-186 3.451 1593.453 0.065 1590.002

14+880 1.301 1591.929 PI-185 0.079 1593.374

14+900 0.706 1592.524

C25 2.300 1595.280 0.250 1592.980 PI-189 3.450 1587.185 1583.735

PI-184 1.375 1593.905 PI-187 0.600 1586.585

PC 2.441 1592.839

14+920 2.435 1592.845 PI-192 0.048 1590.716 1590.668

14+940 2.000 1593.280 PI-190 0.353 1586.685 4.384 1586.332

14+960 1.597 1593.683 PI-189 2.950 1583.735

PC 1.555 1593.725

C26 1.901 1593.379 PI-193 0.325 1597.934 1597.609

PI-185 0.038 1593.412 1.906 1593.374 BM AUX 93 0.039 1593.923 4.050 1593.884

14+980 0.475 1592.937 PI-192 3.255 1590.668

PC/PT 1.173 1592.239

15+000 1.958 1591.454 PI-194 0.324 1606.448 1606.124

PI-186 0.110 1590.112 3.410 1590.002 BM AUX 94 0.804 1604.160 3.092 1603.356

15+020 0.758 1589.354 C31 1.624 1602.189 3.595 1600.565

PT/PC 2.641 1587.471 PI-193 4.581 1597.608

15+040 3.047 1587.065

C27 3.435 1586.677 PI-196 0.031 1614.607 1614.576

PI-187 0.618 1587.203 3.527 1586.585 PI-195 0.096 1610.030 4.673 1609.934

15+060 1.075 1586.128 PI-194 3.906 1606.124

PT 1.105 1586.098

15+080 1.235 1585.968 C33 0.130 1619.049 1618.919

15+100 1.367 1585.836 PI-196 4.473 1614.576

PC 1.427 1585.776

PI-188 1.720 1585.483 BM-16 1.298 1637.801 1636.503

15+120 2.270 1584.933 PI-198 0.038 1634.593 3.246 1634.555

PT 2.556 1584.647 BM AUX 97 0.304 1631.460 3.437 1631.156

C28 2.372 1584.831 BM AUX 96 0.201 1627.048 4.613 1626.847

15+140 2.595 1584.608 BM AUX 95 0.762 1622.996 4.814 1622.234

15+160 2.912 1584.291 C33 4.078 1618.918

PC 2.985 1584.218

PI-189 2.952 1586.687 3.468 1583.735 0.940 Km

PC 2.475 1584.212 0.0020 m

15+180 2.780 1583.907

PT 2.962 1583.725

15+200 2.893 1583.794

PC 1.771 1584.916

15+220 1.610 1585.077

15+240 0.141 1586.546

PI-190 4.419 1590.751 0.355 1586.332 0.940 Km Dato de Campo

PT 3.189 1587.562 0.0020 m Dato de Campo

C29 3.180 1587.571 0.0188 m Paràmetro

15+260 2.747 1588.004

PI-191 1.768 1588.983

15+280 1.518 1589.233

PT/PC 0.854 1589.897 COTA KILOMETRAJE

15+300 0.532 1590.219 1588.689 14+800

PI-192 3.264 1593.932 0.083 1590.668 1589.405 14+820

C30 3.178 1590.754 1590.445 14+840

15+320 3.058 1590.874 1591.255 14+860

PC 1.919 1592.013 1591.929 14+880

15+340 1.341 1592.591 1592.524 14+900

BM AUX 93 4.106 1597.991 0.047 1593.885 1592.845 14+920

15+360 4.065 1593.926 1593.280 14+940

PT 3.496 1594.495 1593.683 14+960

15+380 2.632 1595.359 1592.937 14+980

15+400 1.076 1596.915 1591.454 15+000

PI-193 4.588 1602.197 0.382 1597.609 1589.354 15+020

15+420 3.242 1598.955 1587.065 15+040

C31 3.580 1604.147 1.630 1600.567 1586.128 15+060

PT 2.553 1601.594 1585.968 15+080

15+440 2.401 1601.746 1585.836 15+100

PC 0.827 1603.320 1584.933 15+120

BM AUX 94 3.115 1606.471 0.791 1603.356 1584.608 15+140

15+460 2.138 1604.333 1584.291 15+160

PI-194 3.886 1610.010 0.347 1606.124 1583.907 15+180

15+480 3.183 1606.827 1583.794 15+200

PT/PC 1.389 1608.621 1585.077 15+220

15+500 0.697 1609.313 1586.546 15+240

PI-195 4.714 1614.648 0.076 1609.934 1588.004 15+260

PT 3.492 1611.156 1589.233 15+280

15+520 3.171 1611.477 1590.219 15+300

C32 1.497 1613.151 1590.874 15+320

15+540 1.043 1613.605 1592.591 15+340

PC 0.600 1614.048 1593.926 15+360

15+560 0.295 1614.353 1595.359 15+380

PI-196 4.500 1619.076 0.072 1614.576 1596.915 15+400

15+580 3.742 1615.334 1598.955 15+420

15+600 1.719 1617.357 1601.746 15+440

PI-197 1.299 1617.777 1604.333 15+460

15+620 0.156 1618.920 1606.827 15+480

C33 4.082 1623.001 0.157 1618.919 1609.313 15+500

PT 3.320 1619.681 1611.477 15+520

15+640 2.234 1620.767 1613.605 15+540

BM AUX 95 4.817 1627.052 0.766 1622.235 1614.353 15+560

15+660 3.635 1623.417 1615.334 15+580

15+680 0.814 1626.238 1617.357 15+600

BM AUX 96 4.615 1631.463 0.204 1626.848 1618.920 15+620

15+700 2.142 1629.321 1620.767 15+640

BM AUX 97 3.440 1634.597 0.306 1631.157 1623.417 15+660

PC 1.732 1632.865 1626.238 15+680

15+720 1.513 1633.084 1629.321 15+700

PI-198 3.268 1637.823 0.042 1634.555 1633.084 15+720

PT 1.982 1635.841 1636.034 15+740

15+740 1.789 1636.034

BM-16 1.320 1636.503

PERFIL LONGITUDINAL

ESC. 1/100

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 14+800 AL KM 15+740

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1582.00

1592.00

1602.00

1612.00

1622.00

1632.00

1642.00

14800 14840 14880 14920 14960 15000 15040 15080 15120 15160 15200 15240 15280 15320 15360 15400 15440 15480 15520 15560 15600 15640 15680 15720

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 17: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-16 2.600 1639.103 1636.503 PI-201 1.215 1641.1055 1639.891

PT 3.264 1635.839 PI-199 0.558 1639.102 2.562 1638.544

PC 3.070 1636.033 BM-16 2.600 1636.502

15+750 1.827 1637.276

PI-199 2.605 1641.149 0.559 1638.544 PI-202 0.620 1642.643 1642.023

15+760 3.062 1638.087 PI-201 2.752 1639.891

PC/PT 2.175 1638.974

15+770 1.998 1639.151 PI-204 0.270 1657.478 1657.208

PI-200 1.492 1639.657 BM AUX 99 0.185 1653.654 4.009 1653.469

PT 1.545 1639.604 BM AUX 98 0.138 1650.065 3.727 1649.927

15+780 1.547 1639.602 C35 0.313 1646.273 4.105 1645.960

15+790 0.873 1640.276 PI-202 4.250 1642.023

15+800 0.500 1640.649

PC 1.321 1639.828 PI-206 0.013 1661.932 1661.919

PI-201 2.793 1642.684 1.258 1639.891 PI-204 4.724 1657.208

C34 1.552 1641.132

PT 2.781 1639.903 C36/PI-208 0.191 1670.865 1670.674

15+820 2.750 1639.934 BM AUX 100 0.215 1668.355 2.725 1668.140

15+840 3.245 1639.439 PI-207 0.432 1665.743 3.044 1665.311

15+860 3.491 1639.193 PI-206 3.824 1661.9185

15+880 2.977 1639.707

15+900 1.223 1641.461 PI-209 0.250 1680.658 1680.408

PC 0.121 1642.563 BM AUX 102 0.151 1677.832 2.977 1677.681

PI-202 4.260 1646.283 0.661 1642.023 BM AUX 101 0.291 1674.662 3.461 1674.371

15+920 2.523 1643.760 C36/PI-208 3.988 1670.674

15+930 1.421 1644.862

15+940 0.195 1646.088 PI-210 0.259 1685.782 1685.523

C35 4.106 1650.066 0.323 1645.960 BM AUX 103 0.390 1683.363 2.809 1682.973

PC 3.485 1646.581 PI-209 2.955 1680.408

15+960 2.235 1647.831

PI-203 2.232 1647.834 PI-211 0.132 1696.993 1696.861

PT 1.135 1648.931 BM AUX 105 0.265 1693.795 3.463 1693.530

15+980 0.400 1649.666 C37 0.197 1690.761 3.231 1690.564

BM AUX 98 3.728 1653.656 0.138 1649.928 BM AUX 104 0.256 1687.764 3.253 1687.508

16+000 2.525 1651.131 PI-210 2.241 1685.523

16+020 0.465 1653.191

BM AUX 99 4.064 1657.534 0.186 1653.470 C39 0.131 1702.517 1702.386

16+040 1.981 1655.553 C38/PI-212 0.125 1699.990 2.652 1699.865

PC 1.540 1655.994 PI-211 3.129 1696.8605

PI-204 4.759 1661.967 0.326 1657.208

16+060 4.170 1657.797 PI-216 0.052 1710.021 1709.969

PT 3.974 1657.993 BM AUX 106 0.070 1706.380 3.711 1706.310

16+070 3.324 1658.643 PI-215 0.730 1703.449 3.661 1702.719

PC 2.945 1659.022 C39 1.063 1702.386

16+080 2.342 1659.625

PI-205 2.002 1659.965 BM-17 0.155 1714.075 1713.920

16+090 1.713 1660.254 PI-216 4.106 1709.969

16+100 0.288 1661.679

PI-206 3.829 1665.748 0.048 1661.919 0.990 Km

PT 3.343 1662.405 0.0010 m

16+110 2.866 1662.882

PC 1.992 1663.756

16+120 1.822 1663.926

16+140 0.281 1665.467

PI-207 3.051 1668.363 0.436 1665.312

16+160 1.692 1666.671

PT 1.593 1666.770 0.990 Km Dato de Campo

16+180 0.244 1668.119 0.0010 m Dato de Campo

BM AUX 100 2.751 1670.892 0.222 1668.141 0.0198 m Paràmetro

PT 2.433 1668.459

16+200 0.890 1670.002

C36/PI-208 3.990 1674.664 0.218 1670.674

16+220 2.859 1671.805 COTA KILOMETRAJE

PC 1.810 1672.854 1637.276 15+750

16+240 0.930 1673.734 1638.087 15+760

BM AUX 101 3.462 1677.833 0.293 1674.371 1639.151 15+770

16+260 2.626 1675.207 1639.602 15+780

16+280 1.223 1676.610 1640.276 15+790

BM AUX 102 3.002 1680.683 0.152 1677.681 1640.649 15+800

16+300 2.298 1678.385 1639.934 15+820

PC 1.099 1679.584 1639.439 15+840

16+320 0.951 1679.732 1639.193 15+860

PI-209 2.955 1683.363 0.275 1680.408 1639.707 15+880

PT 1.915 1681.448 1641.461 15+900

16+340 1.559 1681.804 1643.760 15+920

PC 0.656 1682.707 1644.862 15+930

16+360 0.298 1683.065 1646.088 15+940

BM AUX 103 2.838 1685.811 0.390 1682.973 1647.831 15+960

16+380 1.243 1684.568 1649.666 15+980

PI-210 2.250 1687.773 0.288 1685.523 1651.131 16+000

16+400 0.348 1687.425 1653.191 16+020

BM AUX 104 3.143 1690.651 0.265 1687.508 1655.553 16+040

C37 3.238 1693.802 0.087 1690.564 1657.797 16+060

PC 2.992 1690.810 1658.643 16+070

16+420 2.442 1691.360 1659.625 16+080

BM AUX 105 3.512 1697.042 0.272 1693.530 1660.254 16+090

16+440 3.100 1693.942 1661.679 16+100

PC 2.305 1694.737 1662.882 16+110

16+450 1.955 1695.087 1663.926 16+120

16+460 1.026 1696.016 1665.467 16+140

PI-211 3.130 1699.991 0.181 1696.861 1666.671 16+160

16+480 2.343 1697.648 1668.119 16+180

PC 0.951 1699.040 1670.002 16+200

16+500 0.825 1699.166 1671.805 16+220

C38/PI-212 2.733 1702.598 0.126 1699.865 1673.734 16+240

16+520 0.615 1701.983 1675.207 16+260

PT 2.310 1700.288 1676.610 16+280

16+540 2.089 1700.509 1678.385 16+300

PC 1.694 1700.904 1679.732 16+320

16+560 1.023 1701.575 1681.804 16+340

C39 1.063 1703.449 0.212 1702.386 1683.065 16+360

PI-213 1.487 1701.962 1684.568 16+380

16+570 1.722 1701.727 1687.425 16+400

PC/PT 1.665 1701.784 1691.360 16+420

16+580 1.610 1701.839 1693.942 16+440

16+600 1.793 1701.656 1695.087 16+450

PT 1.627 1701.822 1696.016 16+460

PC 1.272 1702.177 1697.648 16+480

16+620 1.180 1702.269 1699.166 16+500

PI-215 3.663 1706.382 0.730 1702.719 1701.983 16+520

PC 3.745 1702.637 1700.509 16+540

PT 3.160 1703.222 1701.575 16+560

16+640 2.543 1703.839 1701.727 16+570

BM AUX 106 3.774 1710.084 0.072 1706.310 1701.839 16+580

PC 1.704 1708.380 1701.656 16+600

16+680 1.613 1708.471 1702.269 16+620

16+690 0.862 1709.222 1703.839 16+640

PI-216 4.100 1714.069 0.115 1709.969 1708.471 16+680

16+700 3.696 1710.373 1709.222 16+690

PC/PT 3.391 1710.678 1710.373 16+700

16+710 2.900 1711.169 1711.169 16+710

PI-217 1.198 1712.871 1711.978 16+720

16+720 2.091 1711.978 1712.859 16+730

PT 1.540 1712.529 1713.410 16+740

16+730 1.210 1712.859

16+740 0.659 1713.410

BM-17 0.149 1713.920

PERFIL LONGITUDINAL

ESC. 1/100

TRAMO NIVELADO: KM 15+750 AL KM 16+740

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

DATOS

1635.00

1663.00

1691.00

1719.00

15750 15840 15930 16020 16110 16200 16290 16380 16470 16560 16650 16740

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 18: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-17 3.211 1717.131 1713.920 C40/PI-219 0.138 1721.3205 1721.183

PC 3.510 1713.621 BM AUX 107 0.427 1717.127 4.621 1716.700

16+760 3.560 1713.571 BM-17 3.207 1713.920

PI-218 3.420 1713.711

PT 2.986 1714.145 C41 0.061 1727.019 1726.958

16+780 2.406 1714.725 PI-220 1.870 1724.758 4.131 1722.888

16+800 0.930 1716.201 C40/PI-219 3.575 1721.1825

BM AUX 107 4.655 1721.355 0.431 1716.700

16+820 3.453 1717.902 PI-223 0.099 1733.690 1733.591

16+840 2.051 1719.304 PI-222 0.496 1730.462 3.724 1729.966

PC 1.478 1719.877 C41 3.504 1726.958

16+860 0.873 1720.482

PT 0.480 1720.875 PI-224 0.212 1745.010 1744.798

C40/PI-219 3.578 1724.761 0.172 1721.183 BM AUX 109 0.610 1741.700 3.920 1741.090

16+870 3.205 1721.556 BM AUX 108 0.079 1737.333 4.446 1737.254

16+880 2.635 1722.126 PI-223 3.742 1733.591

PC 2.595 1722.166

PI-220 4.190 1727.078 1.873 1722.888 C42 2.008 1746.204 1744.196

16+900 3.492 1723.586 PI-224 1.406 1744.798

PT 3.438 1723.640

16+920 2.073 1725.005 PI-227 2.740 1746.606 1743.866

PC 1.839 1725.239 C42 2.410 1744.196

PI-221 1.054 1726.024

16+930 1.500 1725.578 PI-232 1.522 1744.695 1743.173

16+940 0.830 1726.248 BM AUX 110 2.586 1745.880 1.401 1743.294

C41 3.505 1730.463 0.120 1726.958 PI-227 2.014 1743.866

PT 4.001 1726.462

16+950 3.432 1727.031 C44/PI-236 4.421 1740.752 1736.331

16+960 2.705 1727.758 PI-234 2.824 1743.526 0.050 1740.702

PC 1.853 1728.610 PI-232 0.353 1743.173

16+980 1.115 1729.348

PI-222 3.787 1733.753 0.497 1729.966 BM-18 3.232 1736.751 1733.519

17+000 2.738 1731.015 C44/PI-236 0.42 1736.331

PC 2.362 1731.391

PT 1.425 1732.328 0.990 Km

17+020 1.255 1732.498 0.0000 m

17+030 0.128 1733.625

PI-223 3.746 1737.337 0.162 1733.591

17+040 2.715 1734.622

PT 2.343 1734.994

17+060 0.759 1736.578

BM AUX 108 4.450 1741.704 0.083 1737.254

17+080 3.420 1738.284 0.990 Km Dato de Campo

17+100 1.458 1740.246 0.0000 m Dato de Campo

BM AUX 109 3.961 1745.051 0.614 1741.090 0.0198 m Paràmetro

17+120 3.248 1741.803

17+140 1.498 1743.553

17+150 0.735 1744.316

PI-224 1.488 1746.286 0.253 1744.798 COTA KILOMETRAJE

17+160 1.645 1744.641 1713.571 16+760

PT 1.482 1744.804 1714.725 16+780

17+180 1.455 1744.831 1716.201 16+800

17+200 1.412 1744.874 1717.902 16+820

17+220 1.739 1744.547 1719.304 16+840

PC 1.756 1744.530 1720.482 16+860

17+230 1.946 1744.340 1721.556 16+870

17+240 2.148 1744.138 1722.126 16+880

PI-225 1.923 1744.363 1723.586 16+900

C42 2.470 1746.666 2.090 1744.196 1725.005 16+920

PT 2.626 1744.040 1725.578 16+930

17+260 2.325 1744.341 1726.248 16+940

17+280 1.759 1744.907 1727.031 16+950

PC 1.358 1745.308 1727.758 16+960

17+300 1.241 1745.425 1729.348 16+980

PI-226 1.331 1745.335 1731.015 17+000

PT 1.325 1745.341 1732.498 17+020

17+320 1.530 1745.136 1733.625 17+030

17+340 2.138 1744.528 1734.622 17+040

PC 1.755 1744.911 1736.578 17+060

17+360 2.025 1744.641 1738.284 17+080

PI-227 2.013 1745.879 2.800 1743.866 1740.246 17+100

PT 1.885 1743.994 1741.803 17+120

PC 1.070 1744.809 1743.553 17+140

17+380 1.005 1744.874 1744.316 17+150

PI-228 0.910 1744.969 1744.641 17+160

PT 1.162 1744.717 1744.831 17+180

17+400 1.427 1744.452 1744.874 17+200

PC 1.610 1744.269 1744.547 17+220

17+420 1.937 1743.942 1744.340 17+230

PT/PC 2.137 1743.742 1744.138 17+240

17+440 2.185 1743.694 1744.341 17+260

PI-230 2.195 1743.684 1744.907 17+280

PT 2.308 1743.571 1745.425 17+300

17+460 2.378 1743.501 1745.136 17+320

PC 2.470 1743.409 1744.528 17+340

BM AUX 110 1.459 1744.753 2.585 1743.294 1744.641 17+360

17+480 1.584 1743.169 1744.874 17+380

PC/PT 1.635 1743.118 1744.452 17+400

17+500 1.726 1743.027 1743.942 17+420

PI-232 0.362 1743.535 1.580 1743.173 1743.694 17+440

PT 0.567 1742.968 1743.501 17+460

PC 0.700 1742.835 1743.169 17+480

17+520 0.685 1742.850 1743.027 17+500

17+530 0.995 1742.540 1742.850 17+520

17+540 1.552 1741.983 1742.540 17+530

PI-233 1.405 1742.130 1741.983 17+540

17+560 2.332 1741.203 1741.203 17+560

PC/PT 2.450 1741.085 1740.536 17+580

C43 2.450 1741.085 1739.475 17+600

PI-234 0.080 1740.782 2.833 1740.702 1738.481 17+620

17+580 0.246 1740.536 1737.634 17+640

PT 0.266 1740.516 1738.362 17+660

17+600 1.307 1739.475 1735.896 17+670

PC 1.841 1738.941 1735.687 17+680

17+620 2.301 1738.481 1735.736 17+700

PI-235 2.305 1738.477 1734.581 17+720

PT 2.821 1737.961 1733.699 17+740

17+640 3.148 1737.634 1733.017 17+750

PC 3.266 1737.516

17+660 2.420 1738.362

C44/PI-236 0.448 1736.779 4.451 1736.331

17+670 0.883 1735.896

17+680 1.092 1735.687

PC 1.067 1735.712

17+700 1.043 1735.736

PT 1.580 1735.199

17+720 2.198 1734.581

17+740 3.080 1733.699

PC 3.142 1733.637

17+750 3.762 1733.017

PI-238 3.823 1732.956

BM-18 3.260 1733.519

PERFIL LONGITUDINAL

ESC. 1/100

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 16+760 AL KM 17+750

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1712.00

1725.00

1738.00

1751.00

16760 16850 16940 17030 17120 17210 17300 17390 17480 17570 17660 17750

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 19: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:MARANURA - SANTA TERESA DICIEMBRE 2013

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-18 0.261 1733.780 1733.519 PI-240 3.450 1729.7545 1726.305

17+760 1.237 1732.543 PI-239 4.090 1733.775 0.070 1729.685

PT 1.916 1731.864 BM-18 0.256 1733.519

17+780 2.741 1731.039

17+790 2.998 1730.782 PI-241/C46 2.036 1719.633 1717.597

17+800 3.400 1730.380 BM AUX 112 3.595 1722.623 0.605 1719.028

PC 3.960 1729.820 BM AUX 111 3.855 1726.436 0.042 1722.581

PI-239 0.031 1729.716 4.095 1729.685 PI-240 0.131 1726.305

17+810 0.860 1728.856

17+820 1.248 1728.468 C48/PI-243 4.010 1717.620 1713.610

PT 1.754 1727.962 PI-241/C46 0.023 1717.597

17+840 2.474 1727.242

PC 2.881 1726.835 PI-245 3.998 1711.138 1707.140

C45 2.610 1727.106 PI-244 2.720 1713.832 0.026 1711.112

17+850 3.445 1726.271 C48/PI-243 0.221 1713.611

PI-240 0.136 1726.441 3.411 1726.305

17+860 0.932 1725.509 C49 3.302 1707.442 1704.140

PT 1.025 1725.416 PI-245 0.302 1707.140

17+880 2.815 1723.626

17+900 3.980 1722.461 PI-248 4.334 1704.149 1699.815

BM AUX 111 0.045 1722.626 3.860 1722.581 C49 0.009 1704.140

17+920 1.301 1721.325

17+940 3.043 1719.583 C50 3.920 1699.873 1695.953

17+960 4.395 1718.231 PI-248 0.058 1699.815

PC 4.642 1717.984

BM AUX 112 0.661 1719.689 3.598 1719.028 C51/PI-250 2.944 1694.719 1691.775

17+970 2.005 1717.684 PI-249 1.818 1696.074 0.463 1694.256

17+980 2.377 1717.312 C50 0.121 1695.953

PI-241/C46 0.093 1717.690 2.092 1717.597

PT 0.715 1716.975 L1 2.275 1686.436 1684.161

PC 0.990 1716.700 BM AUX 113 3.842 1689.874 0.404 1686.032

18+000 1.020 1716.670 PI-251 2.201 1691.849 0.226 1689.6475

PI-242 1.582 1716.108 C51/PI-250 0.074 1691.775

18+020 1.808 1715.882

C47 2.069 1715.621 BM-19 0.580 1685.740 1685.160

PT 2.418 1715.272 BM AUX 114 1.892 1685.708 1.924 1683.816

18+040 2.528 1715.162 L1 1.547 1684.161

18+060 3.140 1714.550

PC 3.181 1714.509 0.960 Km

18+070 3.470 1714.220 0.0010 m

18+080 4.190 1713.500

C48/PI-243 0.223 1713.833 4.080 1713.610

PT 1.740 1712.093

18+100 1.804 1712.029

18+120 3.149 1710.684

PC 3.196 1710.637

18+130 3.635 1710.198 0.960 Km Dato de Campo

18+140 4.120 1709.713 0.0010 m Dato de Campo

PI-244 0.069 1711.180 2.722 1711.111 0.0192 m Paràmetro

PT 2.147 1709.033

18+160 2.470 1708.710

18+180 3.590 1707.590

PC 3.695 1707.485 COTA KILOMETRAJE

PI-245 0.360 1707.500 4.040 1707.140 1732.543 17+760

PC/PT 0.435 1707.065 1731.039 17+780

18+200 0.654 1706.846 1730.782 17+790

18+220 1.668 1705.832 1730.380 17+800

PI-246 1.170 1706.330 1728.856 17+810

18+240 2.641 1704.859 1728.468 17+820

18+250 3.390 1704.110 1727.242 17+840

18+255 3.845 1703.655 1726.271 17+850

18+256.3 3.923 1703.577 1725.509 17+860

18+257.6 3.848 1703.652 1723.626 17+880

PI-247 3.557 1703.943 1722.461 17+900

C49 0.115 1704.255 3.360 1704.140 1721.325 17+920

18+260 0.620 1703.635 1719.583 17+940

PT 0.955 1703.300 1718.231 17+960

18+280 1.901 1702.354 1717.684 17+970

18+300 3.215 1701.040 1717.312 17+980

PC 4.022 1700.233 1716.670 18+000

18+320 4.315 1699.940 1715.882 18+020

PI-248 0.162 1699.977 4.440 1699.815 1715.162 18+040

PT 0.521 1699.456 1714.550 18+060

18+340 1.581 1698.396 1714.220 18+070

18+380 4.458 1695.519 1713.500 18+080

C50 0.127 1696.080 4.024 1695.953 1712.029 18+100

PC 1.323 1694.757 1710.684 18+120

18+400 1.811 1694.269 1710.198 18+130

PI-249 0.574 1694.830 1.824 1694.256 1709.713 18+140

PT 0.944 1693.886 1708.710 18+160

18+420 1.583 1693.247 1707.590 18+180

PC 2.098 1692.732 1706.846 18+200

18+440 2.517 1692.313 1705.832 18+220

18+450 3.210 1691.620 1704.859 18+240

C51/PI-250 0.082 1691.857 3.055 1691.775 1704.110 18+250

18+460 0.981 1690.876 1703.635 18+260

PT/PC 1.626 1690.231 1702.354 18+280

18+480 2.009 1689.848 1701.040 18+300

PG-07 1.891 1689.966 1699.940 18+320

PI-251 0.232 1689.879 2.210 1689.647 1698.396 18+340

18+490 0.547 1689.332 1695.519 18+380

18+500 1.337 1688.542 1694.269 18+400

PT 1.394 1688.485 1693.247 18+420

18+520 3.162 1686.717 1692.313 18+440

PC 3.625 1686.254 1691.620 18+450

BM AUX 113 0.490 1686.522 3.847 1686.032 1690.876 18+460

18+540 1.483 1685.039 1689.848 18+480

18+560 1.525 1684.997 1689.332 18+490

PI-252 2.022 1684.500 1688.542 18+500

18+580 2.353 1684.169 1686.717 18+520

18+600 2.405 1684.117 1685.039 18+540

L1 1.550 1685.711 2.361 1684.161 1684.997 18+560

PT 1.565 1684.146 1684.169 18+580

18+620 1.561 1684.150 1684.117 18+600

18+640 1.535 1684.176 1684.150 18+620

PC 1.542 1684.169 1684.176 18+640

PT 1.687 1684.024 1683.899 18+660

18+660 1.812 1683.899 1683.868 18+680

18+680 1.843 1683.868 1684.091 18+700

BM AUX 114 1.973 1685.789 1.895 1683.816 1684.170 18+720

18+700 1.698 1684.091

PC 1.693 1684.096

18+720 1.619 1684.170

PI-253 1.490 1684.299

BM-19 0.629 1685.160

PERFIL LONGITUDINAL

ESC. 1/100

CO

TA

S

KILOMETRAJE

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

DATOS

Error de Cierre :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

NIVELACIÓN CORRECTA…OK…

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

Comprob. Error de Cierre :

NIVELACION DE CIERRE

TRAMO NIVELADO: KM 17+760 AL KM 18+720

LONGITUD NIVELADA :

ERROR DE CIERRE :

Error de Cierre Máximo :

NIVELACIÓN PRINCIPAL

1682.00

1696.00

1710.00

1724.00

1738.00

17760 17840 17920 18000 18080 18160 18240 18320 18400 18480 18560 18640 18720

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 20: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-19 1.588 1686.748 1685.160 PI-254 0.821 1686.7135 1685.893

18+740 0.153 1686.595 BM-19 1.554 1685.160

PT 0.541 1686.207

18+760 1.632 1685.116 PI-256 1.346 1687.882 1686.536

L2 1.615 1685.133 PI-255 1.58 1687.776 1.686 1686.196

18+780 1.297 1685.451 PI-254 1.883 1685.893

PC 1.160 1685.588

18+800 0.835 1685.913 PI-257 1.477 1686.594 1685.117

PI-254 1.883 1687.776 0.855 1685.893 PI-256 0.058 1686.536

PT 1.570 1686.206

18+820 1.572 1686.204 PI-258 0.521 1685.525 1685.004

18+840 1.557 1686.219 PI-257 0.408 1685.117

PC 1.491 1686.285

18+860 1.390 1686.386 PI-260 3.764 1678.114 1674.350

PI-255 1.695 1687.891 1.580 1686.196 BM AUX 116 4.149 1682.215 0.048 1678.066

PC 1.500 1686.391 BM AUX 115 3.084 1685.115 0.184 1682.031

18+880 1.570 1686.321 PI-259 1.362 1683.753

18+900 1.568 1686.323 PI-258 0.111 1685.004

18+920 1.828 1686.063

PC 1.359 1686.532 PI-261 2.035 1674.532 1672.497

PI-256 0.102 1686.638 1.355 1686.536 PI-260 0.182 1674.350

PT/PC 0.595 1686.043

18+940 0.670 1685.968 PI-263 3.374 1672.638 1669.264

18+950 1.390 1685.248 PI-261 0.141 1672.497

18+960 1.832 1684.806

PI-257 0.440 1685.557 1.521 1685.117 PI-265 4.643 1665.849 1661.206

18+980 1.305 1684.252 PI-264 3.630 1669.390 0.089 1665.760

19+000 1.605 1683.952 PI-263 0.126 1669.264

19+020 1.538 1684.019

19+040 1.345 1684.212 BM-20 2.292 1656.704 1654.412

19+060 1.098 1684.459 BM AUX 117 3.805 1659.449 1.060 1655.644

PC 0.975 1684.582 PI-266 1.993 1661.282 0.160 1659.2885

19+070 0.895 1684.662 PI-265 0.076 1661.206

19+080 0.680 1684.877

PI-258 0.117 1685.121 0.553 1685.004 0.760 Km

PT/PC 0.763 1684.358 0.0000 m

19+100 1.250 1683.871

19+110 2.040 1683.081

PT 3.051 1682.070

19+120 3.340 1681.781

BM AUX 115 0.185 1682.218 3.088 1682.033

19+140 3.688 1678.530

BM AUX 116 0.071 1678.136 4.153 1678.065 0.760 Km Dato de Campo

19+160 2.123 1676.013 0.0000 m Dato de Campo

PC 3.148 1674.988 0.0152 m Paràmetro

19+180 3.602 1674.534

PI-260 0.219 1674.569 3.786 1674.350

PT 0.765 1673.804

19+200 1.568 1673.001 COTA KILOMETRAJE

PC 2.054 1672.515 1686.595 18+740

19+220 2.052 1672.517 1685.116 18+760

19+230 2.095 1672.474 1685.451 18+780

PI-261 0.158 1672.655 2.072 1672.497 1685.913 18+800

19+240 0.370 1672.285 1686.204 18+820

PT 0.400 1672.255 1686.219 18+840

PC 0.885 1671.770 1686.386 18+860

19+260 0.964 1671.691 1686.321 18+880

PI-262 1.406 1671.249 1686.323 18+900

PT 1.929 1670.726 1686.063 18+920

PC 2.620 1670.035 1685.968 18+940

19+280 2.552 1670.103 1685.248 18+950

19+290 3.008 1669.647 1684.806 18+960

19+300 3.166 1669.489 1684.252 18+980

PI-263 0.127 1669.391 3.391 1669.264 1683.952 19+000

19+310 0.966 1668.425 1684.019 19+020

19+320 1.711 1667.680 1684.212 19+040

PI-264 0.126 1665.886 3.631 1665.760 1684.459 19+060

19+340 0.428 1665.458 1684.662 19+070

19+360 2.495 1663.391 1684.877 19+080

19+380 4.152 1661.734 1683.871 19+100

PI-265 0.080 1661.286 4.680 1661.206 1683.081 19+110

19+390 0.361 1660.925 1681.781 19+120

19+400 0.905 1660.381 1678.530 19+140

L3 0.811 1660.475 1676.013 19+160

19+420 1.595 1659.691 1674.534 19+180

PI-266 0.162 1659.450 1.998 1659.288 1673.001 19+200

19+440 1.037 1658.413 1672.517 19+220

19+460 2.497 1656.953 1672.474 19+230

19+470 3.263 1656.187 1672.285 19+240

19+480 3.758 1655.692 1671.691 19+260

BM AUX 117 1.100 1656.743 3.807 1655.643 1670.103 19+280

19+500 2.261 1654.482 1669.647 19+290

BM-20 2.331 1654.412 1669.489 19+300

1668.425 19+310

1667.680 19+320

PERFIL LONGITUDINAL 1665.458 19+340

1663.391 19+360

1661.734 19+380

1660.925 19+390

1660.381 19+400

1659.691 19+420

1658.413 19+440

1656.953 19+460

1656.187 19+470

1655.692 19+480

1654.482 19+500

ESC. 1/100

TRAMO NIVELADO: KM 18+740 AL KM 19+500

LONGITUD NIVELADA :

ERROR DE CIERRE :

Error de Cierre Máximo :

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

NIVELACIÓN CORRECTA…OK…

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

Comprob. Error de Cierre :

CO

TA

S

KILOMETRAJE

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

DATOS

Error de Cierre :

1653.00

1666.00

1679.00

1692.00

18760 18800 18840 18880 18920 18960 19000 19040 19080 19120 19160 19200 19240 19280 19320 19360 19400 19440 19480

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 21: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-20 0.066 1654.478 1654.412 L4/PI-268 3.295 1654.4575 1651.163

19+520 1.465 1653.013 BM-20 0.046 1654.412

19+540 2.660 1651.818

19+560 3.205 1651.273 PI-269 2.643 1651.558 1648.915

19+570 3.430 1651.048 L4/PI-268 0.395 1651.163

19+580 3.415 1651.063

L4/PI-268 0.425 1651.588 3.315 1651.163 PI-270 2.848 1649.880 1647.032

19+590 1.000 1650.588 PI-269 0.966 1648.914

19+600 1.443 1650.145

19+620 1.938 1649.650 L5 2.119 1643.908 1641.789

19+640 2.308 1649.280 BM AUX 118 3.809 1647.188 0.529 1643.379

19+660 2.653 1648.935 PI-270 0.156 1647.032

PI-269 1.000 1649.915 2.673 1648.915

19+680 1.301 1648.614 L6 2.500 1634.464 1631.964

19+700 1.894 1648.021 BM AUX 120 4.096 1638.051 0.509 1633.955

19+720 2.540 1647.375 BM AUX 119 3.97 1641.964 0.057 1637.994

19+740 3.335 1646.580 L5 0.175 1641.789

PI-270 0.162 1647.194 2.883 1647.032

19+760 2.362 1644.832 PI-274 2.630 1628.553 1625.923

19+780 3.835 1643.359 BM AUX 121 4.482 1632.167 0.868 1627.685

BM AUX 118 0.561 1643.940 3.815 1643.379 L6 0.203 1631.964

19+800 2.258 1641.682

L5 0.180 1641.969 2.151 1641.789 PI-275 4.050 1626.055 1622.005

19+820 1.729 1640.240 PI-274 0.132 1625.923

19+840 3.891 1638.078

BM AUX 119 0.061 1638.055 3.975 1637.994 PI-277 0.240 1623.480 1623.240

19+860 1.261 1636.794 PI-275 1.475 1622.005

19+880 2.620 1635.435

19+890 3.398 1634.657 PI-278 3.264 1623.596 1620.332

19+900 4.135 1633.920 PI-277 0.356 1623.240

BM AUX 120 0.533 1634.488 4.100 1633.955

PI-273 1.180 1633.308 PI-280 2.775 1614.080 1611.305

19+920 2.255 1632.233 BM AUX 123 3.295 1617.176 0.199 1613.881

L6 0.207 1632.171 2.524 1631.964 BM AUX 122 3.363 1620.426 0.113 1617.063

19+940 1.154 1631.017 PI-278 0.094 1620.332

19+960 2.828 1629.343

19+980 4.488 1627.683 BM-21 1.396 1612.261 1610.865

BM AUX 121 0.898 1628.583 4.486 1627.685 PI-280 0.956 1611.305

20+000 1.501 1627.082

20+020 2.438 1626.145 0.930 Km

PI-274 0.167 1626.090 2.660 1625.923 0.0010 m

20+040 0.715 1625.375

20+060 0.938 1625.152

20+080 1.797 1624.293

20+100 3.235 1622.855

20+110 3.750 1622.340

20+120 4.048 1622.042

PI-275 1.510 1623.515 4.085 1622.005 0.930 Km Dato de Campo

20+140 1.445 1622.070 0.0010 m Dato de Campo

20+160 1.644 1621.871 0.0186 m Paràmetro

L7 1.917 1621.598

PI-276 1.571 1621.944

20+180 1.213 1622.302

20+200 0.521 1622.994 COTA KILOMETRAJE

PI-277 0.376 1623.616 0.275 1623.240 1653.013 19+520

20+220 0.711 1622.905 1651.818 19+540

20+240 1.718 1621.898 1651.273 19+560

20+260 2.851 1620.765 1651.048 19+570

PI-278 0.102 1620.434 3.284 1620.332 1651.063 19+580

20+280 0.695 1619.739 1650.588 19+590

20+285 0.905 1619.529 1650.145 19+600

20+290 0.870 1619.564 1649.650 19+620

20+300 1.695 1618.739 1649.280 19+640

20+320 3.190 1617.244 1648.935 19+660

BM AUX 122 0.121 1617.183 3.372 1617.062 1648.614 19+680

20+340 2.347 1614.836 1648.021 19+700

20+350 2.085 1615.098 1647.375 19+720

BM AUX 123 0.227 1614.108 3.302 1613.881 1646.580 19+740

20+360 0.900 1613.208 1644.832 19+760

20+380 2.099 1612.009 1643.359 19+780

20+400 2.840 1611.268 1641.682 19+800

PI-280 0.967 1612.272 2.803 1611.305 1640.240 19+820

20+420 1.435 1610.837 1638.078 19+840

20+440 1.732 1610.540 1636.794 19+860

20+450 2.082 1610.190 1635.435 19+880

PI-281 1.927 1610.345 1634.657 19+890

BM-21 1.407 1610.865 1633.920 19+900

1632.233 19+920

1631.017 19+940

PERFIL LONGITUDINAL 1629.343 19+960

1627.683 19+980

1627.082 20+000

1626.145 20+020

1625.375 20+040

1625.152 20+060

1624.293 20+080

1622.855 20+100

1622.340 20+110

1622.042 20+120

1622.070 20+140

1621.871 20+160

1622.302 20+180

ESC. 1/100 1622.994 20+200

1622.905 20+220

1621.898 20+240

1620.765 20+260

1619.739 20+280

1619.564 20+290

1618.739 20+300

1617.244 20+320

1614.836 20+340

1615.098 20+350

1613.208 20+360

1612.009 20+380

1611.268 20+400

1610.837 20+420

1610.540 20+440

1610.190 20+450

CO

TA

S

KILOMETRAJE

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

DATOS

Error de Cierre :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

NIVELACIÓN CORRECTA…OK…

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

Comprob. Error de Cierre :

TRAMO NIVELADO: KM 19+520 AL KM 20+450

LONGITUD NIVELADA :

ERROR DE CIERRE :

Error de Cierre Máximo :

1605.00

1623.00

1641.00

1659.00

19520 19550 19580 19610 19640 19670 19700 19730 19760 19790 19820 19850 19880 19910 19940 19970 20000 20030 20060 20090 20120 20150 20180 20210 20240 20270 20300 20330 20360 20390 20420 20450

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 22: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-21 0.523 1611.388 1610.865 PI-282 3.087 1611.3575 1608.271

20+460 1.263 1610.125 BM-21 0.493 1610.865

20+480 1.466 1609.922

20+500 2.028 1609.360 PI-284 3.715 1606.457 1602.742

20+520 2.735 1608.653 PI-283 2.410 1608.705 0.162 1606.295

PI-282 0.439 1608.710 3.117 1608.271 PI-282 0.435 1608.270

20+540 1.109 1607.601

20+560 1.899 1606.811 L9 3.540 1599.850 1596.310

L8 1.580 1607.130 PI-285 3.420 1602.980 0.290 1599.560

PI-283 0.201 1606.496 2.415 1606.295 PI-284 0.237 1602.743

20+580 0.637 1605.859

20+600 2.049 1604.447 L10 3.005 1592.545 1589.540

20+620 3.050 1603.446 BM AUX 124 3.880 1596.402 0.023 1592.522

PI-284 0.245 1602.987 3.754 1602.742 L9 0.092 1596.310

20+640 0.595 1602.392

20+660 1.687 1601.300 PI-289 2.500 1586.927 1584.427

20+680 2.702 1600.285 PI-288 3.568 1590.158 0.337 1586.590

20+700 3.369 1599.618 L10 0.618 1589.540

PI-285 0.332 1599.892 3.427 1599.560

20+720 1.032 1598.860 PI-291 1.530 1582.225 1580.695

20+740 2.101 1597.791 PI-290 3.775 1584.460 1.540 1580.685

20+760 3.397 1596.495 PI-289 0.033 1584.427

20+770 3.832 1596.060

L9 0.100 1596.410 3.582 1596.310 PI-292 3.468 1581.143 1577.675

20+780 0.845 1595.565 PI-291 0.448 1580.695

20+800 1.942 1594.468

20+820 3.112 1593.298 PI-294 1.571 1575.861 1574.290

20+840 4.062 1592.348 PI-293 3.102 1577.928 1.035 1574.826

BM AUX 124 0.069 1592.591 3.888 1592.522 PI-292 0.253 1577.6745

20+860 1.235 1591.356

20+880 2.326 1590.265 BM-22 0.357 1577.285 1576.929

PI-287 2.595 1589.996 PI-294 2.996 1574.290

20+890 2.635 1589.956

20+900 3.073 1589.518 0.940 Km

L10 0.620 1590.160 3.051 1589.540 0.0020 m

20+920 1.198 1588.962

20+940 1.790 1588.370

20+960 2.747 1587.413

20+980 3.522 1586.638

PI-288 0.392 1586.982 3.570 1586.590

20+990 1.007 1585.975

21+000 1.403 1585.579 0.940 Km Dato de Campo

21+020 2.485 1584.497 0.0020 m Dato de Campo

21+030 3.215 1583.767 0.0188 m Paràmetro

PI-289 0.039 1584.466 2.555 1584.427

21+040 1.454 1583.012

21+060 2.271 1582.195

21+080 3.617 1580.849 COTA KILOMETRAJE

PI-290 1.576 1582.260 3.782 1580.684 1610.125 20+460

21+100 1.843 1580.417 1609.922 20+480

21+120 1.936 1580.324 1609.360 20+500

PI-291 0.535 1581.230 1.565 1580.695 1608.653 20+520

21+140 1.226 1580.004 1607.601 20+540

21+160 1.704 1579.526 1606.811 20+560

21+180 2.103 1579.127 1605.859 20+580

21+200 2.706 1578.524 1604.447 20+600

21+210 3.020 1578.210 1603.446 20+620

21+220 3.375 1577.855 1602.392 20+640

21+230 3.568 1577.662 1601.300 20+660

PI-292 0.254 1577.929 3.555 1577.675 1600.285 20+680

21+240 0.609 1577.320 1599.618 20+700

21+260 1.553 1576.376 1598.860 20+720

21+280 2.538 1575.391 1597.791 20+740

21+300 3.252 1574.677 1596.495 20+760

PI-293 1.077 1575.903 3.103 1574.826 1596.060 20+770

21+320 1.801 1574.102 1595.565 20+780

21+330 1.862 1574.041 1594.468 20+800

21+340 1.828 1574.075 1593.298 20+820

PI-294 3.055 1577.345 1.613 1574.290 1592.348 20+840

21+350 2.913 1574.432 1591.356 20+860

21+360 2.305 1575.040 1590.265 20+880

21+380 1.042 1576.303 1589.956 20+890

21+400 0.580 1576.765 1589.518 20+900

BM-22 0.416 1576.929 1588.962 20+920

1588.370 20+940

1587.413 20+960

PERFIL LONGITUDINAL 1586.638 20+980

1585.975 20+990

1585.579 21+000

1584.497 21+020

1583.767 21+030

1583.012 21+040

1582.195 21+060

1580.849 21+080

1580.417 21+100

1580.324 21+120

1580.004 21+140

1579.526 21+160

1579.127 21+180

ESC. 1/100 1578.524 21+200

1578.210 21+210

1577.855 21+220

1577.662 21+230

1577.320 21+240

1576.376 21+260

1575.391 21+280

1574.677 21+300

1574.102 21+320

1574.041 21+330

1574.075 21+340

1574.432 21+350

1575.040 21+360

1576.303 21+380

1576.765 21+400

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 20+460 AL KM 21+400

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1572.00

1583.00

1594.00

1605.00

1616.00

20460 20500 20540 20580 20620 20660 20700 20740 20780 20820 20860 20900 20940 20980 21020 21060 21100 21140 21180 21220 21260 21300 21340 21380

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 23: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-22 1.240 1578.169 1576.929 PI-297 0.055 1578.5175 1578.463

21+420 1.415 1576.754 PI-296 1.564 1578.168 1.914 1576.604

PI-295 1.579 1576.590 BM-22 1.239 1576.929

21+440 1.588 1576.581

21+460 1.548 1576.621 PI-300 1.482 1582.810 1581.328

21+480 1.565 1576.604 PI-299 0.065 1581.793 1.082 1581.728

PI-296 1.968 1578.572 1.565 1576.604 PI-297 3.33 1578.463

21+500 2.118 1576.454

21+520 1.978 1576.594 PI-303 3.835 1583.040 1579.205

21+540 1.431 1577.141 PI-300 1.713 1581.327

21+550 0.825 1577.747

21+560 0.164 1578.408 PI-305 2.581 1572.961 1570.380

PI-297 3.340 1581.803 0.109 1578.463 BM AUX 125 3.518 1576.454 0.025 1572.936

21+580 3.025 1578.778 PI-304 3.059 1579.275 0.238 1576.216

L13 3.150 1578.653 PI-303 0.07 1579.205

21+600 2.465 1579.338

21+610 2.030 1579.773 PI-307 0.893 1572.130 1571.237

PI-298 2.261 1579.542 PI-306 1.791 1571.634 2.287 1569.843

21+620 1.472 1580.331 PI-305 1.254 1570.380

21+630 1.125 1580.678

21+640 0.921 1580.882 PI-309 1.451 1566.202 1564.751

PI-299 1.110 1582.838 0.075 1581.728 BM AUX 119 1.811 1566.679 1.334 1564.868

21+650 1.575 1581.263 BM AUX 118 1.706 1567.457 0.928 1565.751

21+660 1.365 1581.473 BM AUX 117 2.239 1568.314 1.382 1566.075

21+680 1.572 1581.266 BM AUX 116 4.552 1572.399 0.467 1567.847

21+700 1.503 1581.335 PI-307 1.161 1571.238

PI-300 1.771 1583.099 1.510 1581.328

21+710 1.594 1581.505 BM AUX 130 4.259 1570.081 1565.822

PI-301 1.446 1581.653 PI-306 0.238 1569.843

21+720 1.523 1581.576

L14 0.956 1582.143 BM AUX 131 4.283 1565.859 1561.576

21+740 1.915 1581.184 BM AUX 130 0.036 1565.823

21+760 2.839 1580.260

21+780 3.550 1579.549 BM AUX 132 4.587 1561.643 1557.056

PI-303 0.086 1579.291 3.894 1579.205 BM AUX 131 0.067 1561.576

21+790 0.460 1578.831

21+800 1.555 1577.736 BM AUX 133 4.153 1557.100 1552.947

21+810 2.525 1576.766 BM AUX 132 0.044 1557.056

21+820 3.385 1575.906

PI-304 0.241 1576.457 3.075 1576.216 BM AUX 134 2.322 1553.109 1550.787

21+840 2.219 1574.238 BM AUX 133 0.162 1552.947

BM AUX 125 0.050 1572.986 3.521 1572.936

21+860 0.613 1572.373 BM AUX 135 2.731 1551.173 1548.442

21+880 2.277 1570.709 BM AUX 134 0.386 1550.787

21+890 2.683 1570.303

PI-305 1.257 1571.637 2.606 1570.380 BM AUX 136 0.220 1550.303 1550.083

21+900 1.600 1570.037 BM AUX 135 1.861 1548.442

21+910 2.055 1569.582

21+920 2.495 1569.142 BM AUX 137 0.076 1553.505 1553.429

PI-306 2.326 1572.169 1.794 1569.843 BM AUX 136 3.422 1550.083

21+930 3.086 1569.083

21+940 3.270 1568.899 BM AUX 138 0.272 1557.212 1556.940

21+960 2.630 1569.539 BM AUX 137 3.783 1553.429

PI-307 1.198 1572.435 0.932 1571.237

21+980 4.255 1568.180 BM AUX 139 0.178 1558.629 1558.451

BM AUX 126 0.482 1568.327 4.590 1567.845 BM AUX 138 1.689 1556.940

22+000 1.831 1566.496

22+020 2.060 1566.267 BM AUX 140 0.210 1562.846 1562.636

BM AUX 127 1.286 1567.359 2.254 1566.073 BM AUX 139 4.395 1558.451

22+040 1.385 1565.974

BM AXU 128 0.930 1566.681 1.608 1565.751 BM-23 0.440 1569.858 1569.418

22+060 1.486 1565.195 BM AUX 141 0.126 1567.541 2.443 1567.415

PI-308 0.708 1565.973 BM AUX 140 4.905 1562.636

22+080 2.002 1564.679

BM AUX 129 1.354 1566.222 1.813 1564.868 0.700 Km

22+100 1.516 1564.706 0.0030 m

22+120 1.465 1564.757

PI-309 1.471 1564.751

PI-306 0.260 1570.103 1569.843

BM AUX 130 0.050 1565.872 4.281 1565.822

BM AUX 131 0.090 1561.666 4.296 1561.576

BM AUX 132 0.057 1557.113 4.610 1557.056

BM AUX 133 0.188 1553.135 4.166 1552.947 0.700 Km Dato de Campo

BM AUX 134 0.397 1551.184 2.348 1550.787 0.0030 m Dato de Campo

BM AUX 135 1.880 1550.322 2.742 1548.442 0.0140 m Paràmetro

BM AUX 136 3.403 1553.486 0.239 1550.083

BM AUX 137 3.795 1557.224 0.057 1553.429

BM AUX 138 1.735 1558.675 0.284 1556.940

BM AUX 139 4.415 1562.866 0.224 1558.451 COTA KILOMETRAJE

BM AUX 140 4.921 1567.557 0.230 1562.636 1576.754 21+420

BM AUX 141 2.452 1569.867 0.142 1567.415 1576.581 21+440

BM-23 0.449 1569.418 1576.621 21+460

1576.604 21+480

1576.454 21+500

PERFIL LONGITUDINAL 1576.594 21+520

1577.141 21+540

1577.747 21+550

1578.408 21+560

1578.778 21+580

1579.338 21+600

1579.773 21+610

1580.331 21+620

1580.678 21+630

1580.882 21+640

1581.263 21+650

1581.473 21+660

1581.266 21+680

ESC. 1/100 1581.335 21+700

1581.505 21+710

1581.576 21+720

1581.184 21+740

1580.260 21+760

1579.549 21+780

1578.831 21+790

1577.736 21+800

1576.766 21+810

1575.906 21+820

1574.238 21+840

1572.373 21+860

1570.709 21+880

1570.303 21+890

1570.037 21+900

1569.582 21+910

1569.142 21+920

1569.083 21+930

1568.899 21+940

1569.539 21+960

1568.180 21+980

1566.496 22+000

1566.267 22+020

1565.974 22+040

1565.195 22+060

1564.679 22+080

1564.706 22+100

1564.757 22+120

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 21+420 AL KM 22+120

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1563.00

1571.00

1579.00

1587.00

21420 21490 21560 21630 21700 21770 21840 21910 21980 22050 22120

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 24: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-23 0.101 1569.519 1569.418 BM-23 4.011 1569.4995 1565.489

BM AUX 142 0.148 1565.637 4.030 1565.489 BM AUX 142 0.082 1569.418

BM AUX 143 4.313 1569.884 0.066 1565.571

BM AUX 144 3.065 1569.341 3.608 1566.276 BM AUX 143 0.030 1565.601 1565.571

BM AUX 145 0.350 1568.725 0.966 1568.375 BM AUX 142 0.112 1565.489

PI-316 0.146 1565.381 3.490 1565.235

22+630 0.727 1564.654 BM AUX 144 3.576 1569.852 1566.276

22+640 1.391 1563.990 BM AUX 143 4.281 1565.571

22+660 2.785 1562.596

22+680 1.062 1562.126 4.317 1561.064 BM AUX 145 0.937 1569.312 1568.375

PI-317 0.117 1560.113 2.130 1559.996 BM AUX 144 3.036 1566.276

22+700 0.604 1559.509

22+720 2.542 1557.571 PI-316 3.420 1568.655 1565.235

22+740 0.059 1555.740 4.432 1555.681 BM AUX 145 0.280 1568.375

22+760 1.894 1553.846

PI-318 0.084 1553.012 2.812 1552.928 PI-317 2.100 1562.096 1559.996

22+780 0.742 1552.270 22+680 4.320 1565.384 1.032 1561.064

PI-319 1.379 1551.633 PI-316 0.149 1565.235

22+800 2.012 1551.000

22+820 3.171 1549.841 PI-318 2.786 1555.714 1552.928

PI-320 0.110 1549.511 3.611 1549.401 22+740 4.430 1560.111 0.033 1555.681

22+840 1.033 1548.478 PI-317 0.115 1559.996

22+860 2.451 1547.060

PI-321 1.635 1548.152 2.994 1546.517 PI-320 3.581 1552.982 1549.401

22+880 1.701 1546.451 PI-318 0.054 1552.928

22+900 1.616 1546.536

22+920 1.483 1546.669 PI-321 2.970 1549.487 1546.517

PI-322 3.712 1550.382 1.482 1546.670 PI-320 0.086 1549.401

22+940 2.669 1547.713

PI-323 2.147 1548.235 PI-322 1.437 1548.107 1546.670

22+960 1.678 1548.704 PI-321 1.590 1546.517

22+980 1.245 1549.137

23+000 1.202 1549.180 PI-324 4.470 1548.555 1544.085

BM AUX 146 0.127 1548.579 1.930 1548.452 BM AUX 146 1.935 1550.387 0.103 1548.452

23+020 0.366 1548.213 PI-322 3.717 1546.670

23+040 2.419 1546.160

23+050 3.628 1544.951 PI-325 3.106 1544.456 1541.350

PI-324 0.412 1544.497 4.494 1544.085 PI-324 0.371 1544.085

23+060 1.098 1543.399

23+070 1.726 1542.771 BM-24 2.248 1543.915 1541.667

23+080 2.631 1541.866 PI-325 2.565 1541.350

23+090 3.124 1541.373

PI-325 2.598 1543.948 3.147 1541.350 0.550 Km

23+100 2.685 1541.263 0.0000 m

23+110 2.563 1541.385

23+120 2.390 1541.558

23+140 1.504 1542.444

23+160 1.678 1542.270

23+180 2.432 1541.516

BM-24 2.281 1541.667

0.550 Km Dato de Campo

0.0000 m Dato de Campo

0.0110 m Paràmetro

PERFIL LONGITUDINAL COTA KILOMETRAJE

1564.654 22+630

1563.990 22+640

1562.596 22+660

1561.064 22+680

1559.509 22+700

1557.571 22+720

1555.681 22+740

1553.846 22+760

1552.270 22+780

1551.000 22+800

1549.841 22+820

1548.478 22+840

ESC. 1/100 1547.060 22+860

1546.451 22+880

1546.536 22+900

1546.669 22+920

1547.713 22+940

1548.704 22+960

1549.137 22+980

1549.180 23+000

1548.213 23+020

1546.160 23+040

1544.951 23+050

1543.399 23+060

1542.771 23+070

1541.866 23+080

1541.373 23+090

1541.263 23+100

1541.385 23+110

1541.558 23+120

1542.444 23+140

1542.270 23+160

1541.516 23+180

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 22+630 AL KM 23+180

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1540.00

1550.00

1560.00

1570.00

22630 22680 22730 22780 22830 22880 22930 22980 23030 23080 23130 23180

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 25: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-24 0.096 1541.763 1541.667 PI-326 2.876 1531.5835 1528.708

23+200 1.092 1540.671 23+320 3.667 1534.9805 0.270 1531.314

23+220 1.951 1539.812 23+280 3.498 1538.4325 0.046 1534.935

23+240 0.036 1538.435 3.364 1538.399 23+240 3.360 1541.7595 0.033 1538.400

23+260 1.717 1536.718 BM-24 0.093 1541.667

23+280 0.046 1534.981 3.500 1534.935

23+300 1.893 1533.088 PI-327 3.084 1523.908 1520.824

23+320 0.280 1531.595 3.666 1531.315 23+420 4.885 1528.745 0.048 1523.860

23+340 1.758 1529.837 PI-326 0.037 1528.708

23+350 2.599 1528.996

PI-326 0.034 1528.742 2.887 1528.708 PI-328 0.811 1521.960 1521.149

23+360 0.155 1528.587 BM AUX 147 3.298 1523.232 2.026 1519.934

23+380 1.554 1527.188 PI-327 2.408 1520.824

23+400 3.440 1525.302

23+420 0.081 1523.941 4.882 1523.860 PI-329 0.287 1528.650 1528.363

23+440 1.305 1522.636 BM AUX 149 1.155 1527.000 2.805 1525.845

23+460 2.508 1521.433 BM AUX 148 0.372 1523.685 3.687 1523.313

PI-327 2.410 1523.234 3.117 1520.824 PI-328 2.536 1521.149

23+480 2.898 1520.336

23+500 2.416 1520.818 PI-330 0.620 1531.695 1531.075

23+514 4.656 1518.578 PI-329 3.332 1528.363

23+535 4.105 1519.129

23+540 0.708 1522.526 S7/PI-331 0.170 1535.480 1535.310

BM AUX 147 2.107 1522.041 3.300 1519.934 PI-330 4.405 1531.075

23+560 1.696 1520.345

23+580 1.621 1520.420 S8/PI-332 3.001 1530.924 1527.923

PI-328 2.537 1523.686 0.892 1521.149 BM AUX 150 4.569 1535.439 0.054 1530.870

23+600 2.360 1521.326 S7/PI-331 0.129 1535.3095

23+620 0.188 1523.498

BM AUX 148 3.690 1527.003 0.373 1523.313 PI-333 1.062 1516.172 1515.110

23+640 1.423 1525.580 BM AUX 154 1.443 1516.611 1.004 1515.168

BM AUX 149 2.849 1528.694 1.158 1525.845 BM AUX 153 4.821 1520.408 1.024 1515.587

23+660 1.611 1527.083 BM AUX 152 3.029 1523.415 0.022 1520.386

23+680 0.154 1528.540 BM AUX 151 4.857 1528.218 0.054 1523.361

PI-329 3.397 1531.760 0.331 1528.363 S8/PI-332 0.294 1527.924

23+700 2.215 1529.545

23+720 1.594 1530.166 0.920 Km

23+740 1.123 1530.637 0.0010 m

PI-330 4.435 1535.510 0.685 1531.075

23+760 4.380 1531.130

23+780 3.990 1531.520

23+800 3.465 1532.045

23+820 2.870 1532.640

23+840 2.429 1533.081

23+860 1.736 1533.774 0.920 Km Dato de Campo

23+880 1.413 1534.097 0.0010 m Dato de Campo

23+900 0.967 1534.543 0.0184 m Paràmetro

23+920 0.549 1534.961

23+930 0.325 1535.185

S7/PI-331 0.136 1535.446 0.200 1535.310

23+940 0.777 1534.669 COTA KILOMETRAJE

23+960 2.582 1532.864 1540.671 23+200

23+980 3.960 1531.486 1539.812 23+220

BM AUX 150 0.099 1530.969 4.576 1530.870 1538.399 23+240

24+000 0.686 1530.283 1536.718 23+260

24+020 2.415 1528.554 1534.935 23+280

24+030 3.480 1527.489 1533.088 23+300

24+040 4.725 1526.244 1531.315 23+320

24+050 4.022 1526.947 1529.837 23+340

S8/PI-332 0.319 1528.242 3.046 1527.923 1528.996 23+350

BM AUX 151 0.099 1523.461 4.880 1523.362 1528.587 23+360

24+060 1.386 1522.075 1527.188 23+380

24+069 3.257 1520.204 1525.302 23+400

24+074 3.086 1520.375 1523.860 23+420

BM AUX 152 0.028 1520.415 3.074 1520.387 1522.636 23+440

BM AUX 153 1.032 1516.619 4.828 1515.587 1521.433 23+460

BM-25 1.504 1515.115 1520.336 23+480

BM AUX 154 1.063 1516.232 1.450 1515.169 1520.818 23+500

24+080 1.350 1514.882 1522.526 23+540

24+086 4.420 1511.812 1520.345 23+560

24+106 4.975 1511.257 1520.420 23+580

24+110 1.781 1514.451 1521.326 23+600

24+120 1.152 1515.080 1523.498 23+620

PI-333 1.122 1515.110 1525.580 23+640

1527.083 23+660

1528.540 23+680

PERFIL LONGITUDINAL 1529.545 23+700

1530.166 23+720

1530.637 23+740

1531.130 23+760

1531.520 23+780

1532.045 23+800

1532.640 23+820

1533.081 23+840

1533.774 23+860

1534.097 23+880

1534.543 23+900

1534.961 23+920

1535.185 23+930

ESC. 1/100 1534.669 23+940

1532.864 23+960

1531.486 23+980

1530.283 24+000

1528.554 24+020

1527.489 24+030

1526.244 24+040

1526.947 24+050

1522.075 24+060

1514.882 24+080

1514.451 24+110

1515.080 24+120

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 23+200 AL KM 24+120

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1514.00

1522.00

1530.00

1538.00

1546.00

23200 23240 23280 23320 23360 23400 23440 23480 23520 23560 23600 23640 23680 23720 23760 23800 23840 23880 23920 23960 24000 24040 24080 24120

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 26: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

PI-333 1.530 1516.640 1515.110 PI-335 0.364 1519.5115 1519.148

24+130 1.500 1515.140 BM AUX 155 0.166 1516.6415 3.036 1516.476

24+140 1.493 1515.147 PI-333 1.531 1515.111

24+160 1.490 1515.150

PI-334 1.573 1515.067 S10/PI-337 0.132 1527.122 1526.990

24+180 0.945 1515.695 24+300 0.077 1522.902 4.297 1522.825

BM AUX 155 3.089 1519.564 0.165 1516.475 PI-335 3.754 1519.148

24+200 2.810 1516.754

24+220 1.706 1517.858 PI-339 0.099 1533.255 1533.156

24+240 0.523 1519.041 PI-338 0.810 1530.681 3.384 1529.871

PI-335 3.740 1522.888 0.416 1519.148 S10/PI-337 3.691 1526.990

24+260 2.575 1520.313

24+280 1.440 1521.448 PI-341 0.395 1538.468 1538.073

24+300 4.350 1527.175 0.063 1522.825 24+680 0.392 1535.924 2.936 1535.532

24+320 3.175 1524.000 S12/PI-339 2.768 1533.156

24+340 1.961 1525.214

PI-336 1.790 1525.385 PI-343 0.513 1551.638 1551.125

24+360 1.017 1526.158 24+880 0.746 1549.909 2.475 1549.163

24+380 0.128 1527.047 24+840 0.954 1546.193 4.67 1545.239

S10/PI-337 3.686 1530.676 0.185 1526.990 PI-342 0.198 1541.680 4.711 1541.482

24+400 2.832 1527.844 PI-341 3.607 1538.073

24+420 2.041 1528.635

24+440 1.528 1529.148 PI-347 1.020 1559.681 1558.661

24+460 0.922 1529.754 PI-346 0.220 1557.251 2.650 1557.031

S11/PI-338 3.400 1533.271 0.805 1529.871 PI-344 0.723 1554.058 3.916 1553.335

24+480 3.191 1530.080 PI-343 2.932 1551.126

24+500 2.653 1530.618

24+520 1.961 1531.310 BM-26 0.223 1562.764 1562.541

24+540 1.354 1531.917 PI-347 4.103 1558.661

24+560 0.902 1532.369

24+580 0.234 1533.037 0.990 Km

S12/PI-339 2.770 1535.926 0.115 1533.156 0.0020 m

24+600 2.475 1533.451

24+620 2.117 1533.809

S13/PI-340 1.853 1534.073

24+640 1.585 1534.341

24+660 0.876 1535.050

24+680 2.978 1538.510 0.394 1535.532

24+700 2.437 1536.073 0.990 Km Dato de Campo

24+720 1.674 1536.836 0.0020 m Dato de Campo

24+740 0.616 1537.894 0.0198 m Paràmetro

PI-341 4.135 1542.208 0.437 1538.073

24+760 3.328 1538.880

24+780 2.068 1540.140

24+800 0.528 1541.680 COTA KILOMETRAJE

PI-342 4.711 1546.194 0.725 1541.483 1515.140 24+130

24+820 2.913 1543.281 1515.147 24+140

24+840 4.670 1549.909 0.955 1545.239 1515.150 24+160

24+860 2.892 1547.017 1515.695 24+180

24+880 2.491 1551.654 0.746 1549.163 1516.754 24+200

24+890 1.506 1550.148 1517.858 24+220

S14/PI-343 2.930 1554.055 0.529 1551.125 1519.041 24+240

24+900 3.131 1550.924 1520.313 24+260

24+920 1.809 1552.246 1521.448 24+280

24+940 0.928 1553.127 1522.825 24+300

PI-344 3.915 1557.248 0.722 1553.333 1524.000 24+320

24+960 2.872 1554.376 1525.214 24+340

PI-345 1.645 1555.603 1526.158 24+360

24+980 1.469 1555.779 1527.047 24+380

25+000 0.364 1556.884 1527.844 24+400

PI-346 2.685 1559.713 0.220 1557.028 1528.635 24+420

25+020 1.927 1557.786 1529.148 24+440

25+040 1.542 1558.171 1529.754 24+460

S15/PI-347 4.123 1562.784 1.052 1558.661 1530.080 24+480

25+050 4.375 1558.409 1530.618 24+500

25+060 4.020 1558.764 1531.310 24+520

25+080 3.101 1559.683 1531.917 24+540

25+100 2.206 1560.578 1532.369 24+560

PI-348 2.635 1560.149 1533.037 24+580

PI-349 0.658 1562.126 1533.451 24+600

25+120 1.078 1561.706 1533.809 24+620

BM-26 0.243 1562.541 1534.341 24+640

1535.050 24+660

1535.532 24+680

PERFIL LONGITUDINAL 1536.073 24+700

1536.836 24+720

1537.894 24+740

1538.880 24+760

1540.140 24+780

1541.680 24+800

1543.281 24+820

1545.239 24+840

1547.017 24+860

1549.163 24+880

1550.148 24+890

1550.924 24+900

1552.246 24+920

ESC. 1/100 1553.127 24+940

1554.376 24+960

1555.779 24+980

1556.884 25+000

1557.786 25+020

1558.171 25+040

1558.409 25+050

1558.764 25+060

1559.683 25+080

1560.578 25+100

1561.706 25+120

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 24+130 AL KM 25+120

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1513.00

1531.00

1549.00

1567.00

24130 24220 24310 24400 24490 24580 24670 24760 24850 24940 25030 25120

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 27: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-26 3.269 1565.810 1562.541 PI-351 0.400 1565.7695 1565.370

25+140 3.338 1562.472 BM-26 3.229 1562.541

25+160 2.462 1563.348

25+180 1.780 1564.030 PI-352 0.059 1567.6525 1567.594

PI-350 1.792 1564.018 PI-351 2.283 1565.370

25+200 1.392 1564.418

25+220 1.090 1564.720 PI-353 0.550 1575.667 1575.117

PI-351 2.310 1567.680 0.440 1565.370 BM AUX 156 0.118 1572.114 3.671 1571.996

25+240 2.632 1565.048 PI-352 4.520 1567.594

25+260 2.063 1565.617

25+280 1.738 1565.942 PI-355 0.865 1582.327 1581.462

25+300 1.000 1566.680 PI-354 0.120 1579.117 3.330 1578.997

PI-352 4.520 1572.114 0.086 1567.594 PI-353 4.000 1575.117

25+320 4.312 1567.802

25+340 3.412 1568.702 PI-357 0.140 1584.922 1584.782

25+360 2.337 1569.777 PI-356 1.614 1583.905 2.631 1582.291

25+380 0.916 1571.198 PI-355 2.443 1581.462

BM AUX 156 3.707 1575.703 0.118 1571.996

25+400 3.426 1572.277 PI-359 1.955 1587.9315 1585.977

25+420 1.908 1573.795 PI-357 3.150 1584.782

25+440 0.842 1574.861

S16/PI-353 4.001 1579.118 0.586 1575.117 PI-362 0.415 1585.654 1585.239

25+460 3.148 1575.970 PI-360 2.905 1586.760 1.799 1583.855

25+480 2.028 1577.090 PI-359 0.782 1585.978

25+500 0.831 1578.287

PI-354 3.380 1582.377 0.121 1578.997 S19/BM-27 0.081 1591.972 1591.891

25+520 2.825 1579.552 PI-363 0.929 1588.259 4.642 1587.330

S17 2.414 1579.963 PI-362 3.020 1585.239

25+540 1.770 1580.607

25+560 1.250 1581.127 0.980 Km

PI-355 2.445 1583.907 0.915 1581.462 0.0010 m

25+580 2.300 1581.607

25+600 1.962 1581.945

25+620 1.591 1582.316

PI-356 2.672 1584.963 1.616 1582.291

25+640 2.308 1582.655

25+660 1.855 1583.108

25+680 1.433 1583.530 0.980 Km Dato de Campo

25+700 0.728 1584.235 0.0010 m Dato de Campo

25+720 0.333 1584.630 0.0196 m Paràmetro

PI-357 3.195 1587.977 0.181 1584.782

25+740 2.358 1585.619

25+760 1.855 1586.122

25+780 1.678 1586.299 COTA KILOMETRAJE

PI-358 1.612 1586.365 1562.472 25+140

25+800 1.365 1586.612 1563.348 25+160

25+820 1.689 1586.288 1564.030 25+180

PI-359 0.782 1586.759 2.000 1585.977 1564.418 25+200

25+840 0.994 1585.765 1564.720 25+220

25+860 1.667 1585.092 1565.048 25+240

25+880 2.098 1584.661 1565.617 25+260

25+900 2.606 1584.153 1565.942 25+280

PI-360 1.832 1585.686 2.905 1583.854 1566.680 25+300

25+920 1.941 1583.745 1567.802 25+320

25+940 1.959 1583.727 1568.702 25+340

PI-361 1.615 1584.071 1569.777 25+360

25+960 1.565 1584.121 1571.198 25+380

25+980 0.962 1584.724 1572.277 25+400

PI-362 3.021 1588.260 0.447 1585.239 1573.795 25+420

26+000 2.837 1585.423 1574.861 25+440

26+020 2.251 1586.009 1575.970 25+460

26+040 1.120 1587.140 1577.090 25+480

26+060 1.197 1587.063 1578.287 25+500

PI-363 4.665 1591.994 0.931 1587.329 1579.552 25+520

26+080 2.995 1588.999 1580.607 25+540

26+100 2.680 1589.314 1581.127 25+560

S18 3.440 1588.554 1581.607 25+580

26+120 0.978 1591.016 1581.945 25+600

S19/BM-27 0.103 1591.891 1582.316 25+620

1582.655 25+640

1583.108 25+660

PERFIL LONGITUDINAL 1583.530 25+680

1584.235 25+700

1584.630 25+720

1585.619 25+740

1586.122 25+760

1586.299 25+780

1586.612 25+800

1586.288 25+820

1585.765 25+840

1585.092 25+860

1584.661 25+880

1584.153 25+900

1583.745 25+920

ESC. 1/100 1583.727 25+940

1584.121 25+960

1584.724 25+980

1585.423 26+000

1586.009 26+020

1587.140 26+040

1587.063 26+060

1588.999 26+080

1589.314 26+100

1591.016 26+120

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 25+140 AL KM 26+120

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1561.00

1573.00

1585.00

1597.00

25140 25210 25280 25350 25420 25490 25560 25630 25700 25770 25840 25910 25980 26050 26120

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 28: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

S19/BM-27 1.570 1593.461 1591.891 PI-367 2.258 1592.9455 1590.688

26+140 1.705 1591.756 PI-365 1.810 1593.4605 1.295 1591.651

26+160 1.625 1591.836 BM-27 1.570 1591.891

PI-364 1.681 1591.780

26+180 1.671 1591.790 PI-369 0.590 1592.050 1591.460

26+200 1.766 1591.695 PI-368 1.775 1591.212 2.613 1589.437

PI-365 1.318 1592.968 1.811 1591.650 PI-367 0.524 1590.688

26+220 1.488 1591.480

26+240 1.618 1591.350 PI-372 2.902 1588.672 1585.770

26+260 1.713 1591.255 PI-371 2.752 1590.558 0.866 1587.806

PI-366 1.658 1591.310 PI-370 2.068 1591.723 0.903 1589.655

26+280 1.468 1591.500 PI-369 0.262 1591.461

26+300 1.738 1591.230

26+320 1.635 1591.333 PI-374 1.999 1587.024 1585.025

26+340 1.703 1591.265 PI-373 1.969 1588.176 0.817 1586.207

PI-367 0.523 1591.211 2.280 1590.688 PI-372 2.406 1585.770

26+360 1.129 1590.082

26+380 1.690 1589.521 BM-28 0.65 1594.829 1594.179

26+400 1.721 1589.490 PI-375 0.551 1591.179 4.201 1590.628

PI-368 2.653 1592.090 1.774 1589.437 BM AUX 157 0.387 1588.462 3.104 1588.075

26+420 2.740 1589.350 PI-374 3.437 1585.025

26+440 2.630 1589.460

26+460 2.200 1589.890 0.980 Km

26+480 1.825 1590.265 0.0010 m

26+500 1.595 1590.495

26+520 1.370 1590.720

26+540 1.380 1590.710

26+560 1.405 1590.685

26+580 1.095 1590.995

PI-369 0.277 1591.737 0.630 1591.460

26+600 1.229 1590.508 0.980 Km Dato de Campo

26+620 1.958 1589.779 0.0010 m Dato de Campo

26+640 2.355 1589.382 0.0196 m Paràmetro

26+660 2.623 1589.114

PI-370 0.903 1590.558 2.082 1589.655

26+680 1.535 1589.023

26+700 1.613 1588.945 COTA KILOMETRAJE

26+720 1.500 1589.058 1591.756 26+140

PI-371 0.929 1588.735 2.752 1587.806 1591.836 26+160

26+740 0.961 1587.774 1591.790 26+180

26+760 1.145 1587.590 1591.695 26+200

26+780 2.235 1586.500 1591.480 26+220

26+800 2.765 1585.970 1591.350 26+240

PI-372 2.406 1588.176 2.965 1585.770 1591.255 26+260

26+820 2.325 1585.851 1591.500 26+280

26+840 1.300 1586.876 1591.230 26+300

26+860 0.873 1587.303 1591.333 26+320

26+880 1.185 1586.991 1591.265 26+340

PI-373 0.848 1587.055 1.969 1586.207 1590.082 26+360

26+900 0.839 1586.216 1589.521 26+380

26+920 1.660 1585.395 1589.490 26+400

26+940 1.980 1585.075 1589.350 26+420

26+960 2.120 1584.935 1589.460 26+440

26+980 2.105 1584.950 1589.890 26+460

PI-374 3.439 1588.464 2.030 1585.025 1590.265 26+480

27+000 3.330 1585.134 1590.495 26+500

27+020 1.758 1586.706 1590.720 26+520

BM AUX 157 3.106 1591.181 0.389 1588.075 1590.710 26+540

27+040 1.518 1589.663 1590.685 26+560

PI-375 4.245 1594.873 0.553 1590.628 1590.995 26+580

27+060 2.778 1592.095 1590.508 26+600

27+080 1.347 1593.526 1589.779 26+620

27+100 0.635 1594.238 1589.382 26+640

27+120 0.862 1594.011 1589.114 26+660

BM-28 0.694 1594.179 1589.023 26+680

1588.945 26+700

1589.058 26+720

PERFIL LONGITUDINAL 1587.774 26+740

1587.590 26+760

1586.500 26+780

1585.970 26+800

1585.851 26+820

1586.876 26+840

1587.303 26+860

1586.991 26+880

1586.216 26+900

1585.395 26+920

1585.075 26+940

1584.935 26+960

1584.950 26+980

ESC. 1/100 1585.134 27+000

1586.706 27+020

1589.663 27+040

1592.095 27+060

1593.526 27+080

1594.238 27+100

1594.011 27+120

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 26+140 AL KM 27+120

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1582.00

1588.00

1594.00

1600.00

26140 26210 26280 26350 26420 26490 26560 26630 26700 26770 26840 26910 26980 27050 27120

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 29: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-28 1.219 1595.3975 1594.179 PI-378 1.940 1593.2635 1591.324

S21/PI-376 1.532 1593.866 PI-377 2.954 1595.398 0.820 1592.4435

27+140 1.290 1594.108 BM-28 1.219 1594.179

27+160 1.520 1593.878

27+180 1.911 1593.487 PI-380 0.604 1601.976 1601.372

S22 1.905 1593.493 BM AUX 158 0.066 1598.948 3.094 1598.882

27+200 3.083 1592.315 27+430 0.058 1594.949 4.057 1594.891

PI-377 0.860 1593.304 2.954 1592.444 27+360 1.568 1592.125 4.392 1590.557

27+220 1.803 1591.501 PI-378 0.801 1591.324

27+240 1.909 1591.395

27+260 2.215 1591.089 PI-382 0.827 1607.474 1606.647

PI-378 0.808 1592.132 1.980 1591.324 27+580 0.782 1604.678 3.578 1603.896

27+280 1.640 1590.492 PI-380 3.306 1601.372

27+300 1.640 1590.492

27+320 1.638 1590.494 PI-384 1.320 1619.186 1617.866

27+340 1.650 1590.482 27+820 0.751 1617.463 2.474 1616.712

27+360 4.395 1594.952 1.575 1590.557 PI-383 0.385 1613.540 4.308 1613.155

27+380 3.859 1591.093 BM AUX 159 0.179 1610.186 3.533 1610.007

27+400 2.635 1592.317 PI-382 3.539 1606.647

27+410 1.798 1593.154

27+420 0.824 1594.128 PI-387 0.225 1624.008 1623.783

27+430 4.056 1598.947 0.061 1594.891 PI-386 0.881 1622.348 2.541 1621.467

27+440 3.304 1595.643 PI-384 4.482 1617.866

27+460 1.587 1597.360

BM AUX 158 3.136 1602.018 0.065 1598.882 BM-29 0.931 1633.154 1632.223

27+480 2.317 1599.701 PI-388 0.133 1628.448 4.839 1628.315

S23/PI-380 3.309 1604.681 0.646 1601.372 PI-387 4.665 1623.783

27+500 3.038 1601.643

27+520 2.372 1602.309 0.960 Km

27+540 1.621 1603.060 0.0000 m

27+560 1.461 1603.220

27+580 3.645 1607.541 0.785 1603.896

27+600 2.841 1604.700

S24/PI-381 1.894 1605.647

27+620 1.945 1605.596

27+640 1.323 1606.218

27+660 0.741 1606.800 0.960 Km Dato de Campo

S25/PI-382 3.539 1610.186 0.894 1606.647 0.0000 m Dato de Campo

27+680 2.471 1607.715 0.0192 m Paràmetro

27+700 1.372 1608.814

BM AUX 159 3.537 1613.544 0.179 1610.007

27+720 3.100 1610.444

27+740 1.742 1611.802 COTA KILOMETRAJE

S26/PI-383 4.310 1617.465 0.389 1613.155 1594.108 27+140

27+760 4.240 1613.225 1593.878 27+160

27+780 3.067 1614.398 1593.487 27+180

27+800 2.035 1615.430 1592.315 27+200

27+820 2.541 1619.253 0.753 1616.712 1591.501 27+220

27+840 1.608 1617.645 1591.395 27+240

PI-384 4.482 1622.348 1.387 1617.866 1591.089 27+260

27+860 3.894 1618.454 1590.492 27+280

27+880 1.775 1620.573 1590.492 27+300

PI-385 1.562 1620.786 1590.494 27+320

27+900 1.250 1621.098 1590.482 27+340

27+920 0.869 1621.479 1590.557 27+360

PI-386 2.610 1624.077 0.881 1621.467 1591.093 27+380

27+940 2.615 1621.462 1592.317 27+400

27+960 1.984 1622.093 1593.154 27+410

27+970.5 1.054 1623.023 1594.128 27+420

27+975.5 1.302 1622.775 1594.891 27+430

27+980.5 0.812 1623.265 1595.643 27+440

PI-387 4.665 1628.448 0.294 1623.783 1597.360 27+460

28+000 3.742 1624.706 1599.701 27+480

28+020 2.278 1626.170 1601.643 27+500

28+040 0.965 1627.483 1602.309 27+520

PI-388 4.875 1633.190 0.133 1628.315 1603.060 27+540

28+060 4.498 1628.692 1603.220 27+560

28+080 3.260 1629.930 1603.896 27+580

28+100 2.136 1631.054 1604.700 27+600

BM-29 0.967 1632.223 1605.596 27+620

1606.218 27+640

1606.800 27+660

PERFIL LONGITUDINAL 1607.715 27+680

1608.814 27+700

1610.444 27+720

1611.802 27+740

1613.225 27+760

1614.398 27+780

1615.430 27+800

1616.712 27+820

1617.645 27+840

1618.454 27+860

1620.573 27+880

1621.098 27+900

1621.479 27+920

ESC. 1/100 1621.462 27+940

1622.093 27+960

1624.706 28+000

1626.170 28+020

1627.483 28+040

1628.692 28+060

1629.930 28+080

1631.054 28+100

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 27+140 AL KM 28+100

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1586.00

1603.00

1620.00

1637.00

27140 27220 27300 27380 27460 27540 27620 27700 27780 27860 27940 28020 28100

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 30: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-29 4.051 1636.2735 1632.223 PI-390 0.225 1640.9065 1640.682

28+120 3.894 1632.380 BM AUX 161 0.228 1636.279 4.856 1636.0505

28+140 2.734 1633.540 BM-29 4.056 1632.223

PI-389 3.076 1633.198

28+160 1.410 1634.864 PI-393 0.286 1655.207 1654.921

BM AUX 160 4.901 1640.953 0.222 1636.052 BM AUX 162 0.228 1652.215 3.220 1651.987

28+180 3.811 1637.142 PI-392 1.040 1648.344 4.911 1647.304

28+200 1.022 1639.931 PI-391 0.216 1644.194 4.366 1643.978

PI-390 3.512 1644.194 0.271 1640.682 PI-390 3.512 1640.682

28+220 1.983 1642.211

PI-391 4.367 1648.345 0.216 1643.978 PI-394 0.585 1658.068 1657.483

28+240 3.835 1644.510 PI-393 3.147 1654.921

28+260 1.490 1646.855

PI-392 4.915 1652.219 1.041 1647.304 BM AUX 163 4.755 1633.697 1628.942

28+280 4.390 1647.829 BM-29 1.474 1632.223

28+300 2.195 1650.024

BM AUX 162 3.276 1655.263 0.232 1651.987 BM AUX 164 4.937 1628.994 1624.057

28+320 2.723 1652.540 BM AUX 163 0.052 1628.942

28+340 0.872 1654.391

S27/PI-393 3.183 1658.104 0.342 1654.921 BM AUX 165 4.835 1624.147 1619.312

28+360 1.797 1656.307 BM AUX 164 0.090 1624.057

PI-394 0.621 1657.483

BM-29 1.504 1633.727 1632.223 BM AUX 166 0.026 1621.745 1621.719

BM AUX 163 0.068 1629.010 4.785 1628.942 BM AUX 165 2.433 1619.312

BM AUX 164 0.120 1624.177 4.953 1624.057

BM AUX 165 2.495 1621.807 4.865 1619.312 BM AUX 167 0.320 1624.010 1623.690

BM AUX 166 2.371 1624.090 0.088 1621.719 BM AUX 166 2.291 1621.719

BM AUX 167 4.773 1628.463 0.400 1623.690

BM AUX 168 4.430 1632.717 0.176 1628.287 BM AUX 168 0.102 1628.389 1628.287

BM AUX 169 2.105 1634.751 0.071 1632.646 BM AUX 167 4.699 1623.690

BM AUX 170 4.840 1639.450 0.141 1634.610

BM AUX 171 3.232 1642.550 0.132 1639.318 BM AUX 169 0.002 1632.648 1632.646

BM AUX 172 4.715 1647.215 0.050 1642.500 BM AUX 168 4.361 1628.287

BM AUX 173 4.746 1651.843 0.118 1647.097

BM AUX 174 3.032 1654.786 0.089 1651.754 BM AUX 170 0.075 1634.685 1634.610

BM AUX 175 4.895 1659.280 0.401 1654.385 BM AUX 169 2.039 1632.646

BM AUX 176 4.785 1663.944 0.121 1659.159

BM AUX 177 4.861 1667.838 0.967 1662.977 BM AUX 171 0.080 1639.398 1639.318

BM AUX 178 4.292 1671.984 0.146 1667.692 BM AUX 170 4.788 1634.610

BM AUX 179 4.421 1676.261 0.144 1671.840

BM AUX 180 3.642 1679.770 0.133 1676.128 BM AUX 172 0.032 1642.532 1642.500

BM AUX 181 4.924 1684.436 0.258 1679.512 BM AUX 171 3.214 1639.318

BM AUX 182 4.918 1689.290 0.064 1684.372

BM AUX 183 4.950 1694.165 0.075 1689.215 BM AUX 173 0.056 1647.153 1647.097

BM AUX 184 4.641 1698.749 0.057 1694.108 BM AUX 172 4.653 1642.500

BM AUX 185 4.880 1703.279 0.350 1698.399

BM AUX 186 3.995 1706.985 0.289 1702.990 BM AUX 174 0.032 1651.786 1651.754

BM AUX 187 1.298 1708.214 0.069 1706.916 BM AUX 173 4.690 1647.096

BM AUX 188 2.678 1705.536

PI-394 2.865 1660.348 1657.483 BM AUX 175 0.358 1654.743 1654.385

28+380 2.432 1657.916 BM AUX 174 2.989 1651.754

28+400 1.172 1659.176

PI-395 4.850 1664.150 1.048 1659.300 BM AUX 176 0.072 1659.231 1659.159

28+420 4.270 1659.880 BM AUX 175 4.846 1654.385

28+440 3.147 1661.003

28+460 0.953 1663.197 BM AUX 177 0.910 1663.887 1662.977

PI-396 4.635 1667.969 0.816 1663.334 BM AUX 176 4.728 1659.159

S28 2.768 1665.201

28+480 2.868 1665.101 BM AUX 178 0.093 1667.785 1667.692

28+500 1.485 1666.484 BM AUX 177 4.808 1662.977

PI-397 2.351 1670.162 0.158 1667.811

28+520 1.970 1668.192 BM AUX 179 0.092 1671.932 1671.840

28+540 1.658 1668.504 BM AUX 178 4.240 1667.692

PI-398 4.039 1672.550 1.651 1668.511

28+560 3.935 1668.615 BM AUX 180 0.107 1676.235 1676.128

28+580 3.145 1669.405 BM AUX 179 4.395 1671.840

28+600 2.077 1670.473

28+620 0.797 1671.753 BM AUX 181 0.179 1679.691 1679.512

PI-399 2.517 1674.332 0.735 1671.815 BM AUX 180 3.563 1676.128

28+640 1.531 1672.801

28+660 3.896 1677.166 1.062 1673.270 BM AUX 182 0.059 1684.431 1684.372

28+680 2.718 1674.448 BM AUX 181 4.919 1679.512

28+700 1.851 1675.315

PI-400 0.053 1677.168 0.051 1677.115 BM AUX 183 0.061 1689.276 1689.215

28+720 1.113 1676.055 BM AUX 182 4.904 1684.372

28+740 3.636 1680.487 0.317 1676.851

28+760 1.434 1679.053 BM AUX 184 0.049 1694.157 1694.108

28+780 0.702 1679.785 BM AUX 183 4.942 1689.215

PI-401 3.040 1682.897 0.630 1679.857

28+800 2.384 1680.513 BM AUX 185 0.293 1698.692 1698.399

PI-402 1.711 1681.186 BM AUX 184 4.583 1694.109

BM-30 0.767 1682.130

BM AUX 186 0.246 1703.236 1702.990

0.680 Km BM AUX 185 4.837 1698.399

0.0030 m

BM AUX 187 0.032 1706.948 1706.916

BM AUX 186 3.959 1702.989

BM AUX 188 2.620 1708.156 1705.536

BM AUX 187 1.240 1706.916

0.680 Km Dato de Campo PI-397 0.117 1667.928 1667.811

0.0030 m Dato de Campo PI-396 0.814 1664.148 4.594 1663.334

0.0136 m Paràmetro PI-395 1.047 1660.347 4.848 1659.300

PI-394 2.864 1657.483

PI-393 0.044 1677.159 1677.115

COTA KILOMETRAJE BM AUX 162 1.070 1674.340 3.889 1673.270

1632.380 28+120 PI-392 0.741 1672.555 2.526 1671.814

1633.540 28+140 PI-391 1.670 1670.181 4.044 1668.511

1634.864 28+160 PI-390 2.370 1667.811

1637.142 28+180

1639.931 28+200 BM-30 0.750 1682.880 1682.130

1642.211 28+220 PI-401 0.626 1680.483 3.023 1679.857

1644.510 28+240 28+740 0.312 1677.163 3.632 1676.851

1646.855 28+260 PI-400 0.048 1677.115

1647.829 28+280

1650.024 28+300

1652.540 28+320 PERFIL LONGITUDINAL

1654.391 28+340

1656.307 28+360

1657.916 28+380

1659.176 28+400

1659.880 28+420

1661.003 28+440

1663.197 28+460

1665.101 28+480

1666.484 28+500

1668.192 28+520

1668.504 28+540

1668.615 28+560

1669.405 28+580 ESC. 1/100

1670.473 28+600

1671.753 28+620

1672.801 28+640

1673.270 28+660

1674.448 28+680

1675.315 28+700

1676.055 28+720

1676.851 28+740

1679.053 28+760

1679.785 28+780

1680.513 28+800

NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

DATOS

Error de Cierre :

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

Comprob. Error de Cierre :

TRAMO NIVELADO: KM 28+120 AL KM 28+800

1632.00

1650.00

1668.00

1686.00

28120 28160 28200 28240 28280 28320 28360 28400 28440 28480 28520 28560 28600 28640 28680 28720 28760 28800

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 31: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

PI-402 4.886 1686.0715 1681.186 BM AUX 193 0.600 1705.778 1705.178

28+820 4.948 1688.388 2.632 1683.440 BM AUX 188 0.242 1705.536

PT 4.973 1690.465 2.896 1685.492

BM AUX 189 4.923 1694.893 0.495 1689.970 BM AUX 194 0.209 1708.813 1708.604

28+840 4.941 1695.898 3.936 1690.957 BM AUX 193 . 3.635 1705.178

BM AUX 190 4.724 1700.554 0.068 1695.830

28+860 1696.359 4.195 1696.359 BM AUX 195 0.149 1711.623 1711.474

BM AUX 191 4.833 1701.001 0.191 1696.168 BM AUX 194 . 3.019 1708.604

28+880 1698.823 2.178 1698.823

BM AUX 192 4.971 1703.620 0.174 1698.649 BM AUX 196 0.049 1716.425 1716.376

28+900 4.995 1708.533 0.082 1703.538 BM AUX 195 . 4.951 1711.474

28+920 2.279 1710.600 0.212 1708.321

28+926.84 2.962 1707.638 BM AUX 197 0.458 1720.788 1720.330

PI-403 2.632 1707.968 BM AUX 196 4.412 1716.376

BM AUX 188 0.262 1705.798 1705.536

BM AUX 193 3.700 1708.878 0.620 1705.178 BM AUX 198 0.210 1725.256 1725.046

BM AUX 194 3.070 1711.674 0.274 1708.604 BM AUX 197 4.926 1720.330

BM AUX 195 4.990 1716.464 0.200 1711.474

BM AUX 196 4.455 1720.831 0.088 1716.376 BM AUX 199 0.056 1729.815 1729.759

BM AUX 197 4.950 1725.280 0.501 1720.330 BM AUX 198 4.769 1725.046

BM AUX 198 4.805 1729.851 0.234 1725.046

BM AUX 199 4.972 1734.731 0.092 1729.759 BM AUX 200 0.205 1734.700 1734.495

BM AUX 200 4.639 1739.134 0.236 1734.495 BM AUX 199 4.941 1729.759

BM AUX 201 4.810 1743.858 0.086 1739.048

BM AUX 202 4.864 1748.657 0.065 1743.793 BM AUX 201 0.051 1739.099 1739.048

BM AUX 203 4.998 1753.600 0.055 1748.602 BM AUX 200 4.604 1734.495

BM AUX 204 4.627 1758.147 0.080 1753.520

BM AUX 205 4.950 1762.930 0.167 1757.980 BM AUX 202 0.031 1743.824 1743.793

BM AUX 206 4.988 1767.766 0.152 1762.778 BM AUX 201 4.776 1739.048

BM AUX 207 4.838 1772.404 0.200 1767.566

BM AUX 208 4.704 1776.816 0.292 1772.112 BM AUX 203 0.029 1748.631 1748.602

BM AUX 209 4.904 1780.952 0.768 1776.048 BM AUX 202 4.838 1743.793

BM AUX 210 2.250 1782.878 0.324 1780.628

BM AUX 211 1.629 1782.211 2.296 1780.582 BM AUX 204 0.065 1753.585 1753.520

PI-426 3.237 1783.840 1.608 1780.603 BM AUX 203 4.983 1748.602

PI-425 1.769 1784.641 0.968 1782.872

31+000 1.521 1783.120 BM AUX 205 0.151 1758.131 1757.980

30+980 1.124 1783.517 BM AUX 204 4.611 1753.520

PI-424 0.449 1784.192

30+960 1.221 1783.420 BM AUX 206 0.129 1762.907 1762.778

PI-423 0.114 1782.581 2.174 1782.467 BM AUX 205 4.927 1757.980

30+940 2.258 1780.323

30+920 3.885 1778.696 BM AUX 207 0.175 1767.741 1767.566

BM AUX 212 0.267 1778.462 4.386 1778.195 BM AUX 206 4.963 1762.778

PI-422 1.817 1777.999 2.280 1776.182

30+900 1.553 1776.446 BM AUX 208 0.275 1772.387 1772.112

30+880 1.872 1776.127 BM AUX 207 4.821 1767.566

PI-421 1.304 1776.117 3.186 1774.813

30+860 1.370 1774.747 BM AUX 209 0.708 1776.756 1776.048

30+840 2.537 1773.580 BM AUX 208 4.644 1772.112

30+820 1.672 1774.445

PI-420 2.566 1777.610 1.073 1775.044 BM AUX 210 0.300 1780.928 1780.628

30+800 2.228 1775.382 BM AUX 209 4.880 1776.048

30+780 1.888 1775.722

30+760 1.150 1776.460 BM AUX 211 2.231 1782.813 1780.582

PI-419 0.126 1776.061 1.675 1775.935 BM AUX 210 2.185 1780.628

30+740 3.169 1772.892

30+720 3.662 1772.399 PI-426 1.565 1782.168 1780.603

BM AUX 213 0.155 1771.606 4.610 1771.451 BM AUX 211 1.586 1780.582

30+700 2.448 1769.158

30+680 0.717 1768.878 3.445 1768.161 PI-425 0.956 1783.828 1782.872

PI-418 2.225 1766.653 PI-426 3.224 1780.604

BM-32 2.720 1766.158

PI-423 2.166 1784.633 1782.467

1.860 Km PI-425 1.761 1782.872

0.0020 m

PI-422 2.260 1778.442 1776.182

BM AUX 212 4.379 1782.574 0.247 1778.195

PI-423 0.106 1782.468

PI-421 3.155 1777.968 1774.813

PI-422 1.786 1776.182

1.860 Km Dato de Campo

0.0020 m Dato de Campo PI-420 1.043 1776.087 1775.044

0.0372 m Paràmetro PI-421 1.274 1774.813

PI-419 1.657 1777.592 1775.935

PI-420 2.548 1775.044

COTA KILOMETRAJE

1683.440 28+820 BM-32 2.695 1768.853 1766.158

1690.957 28+840 30+680 3.442 1771.603 0.692 1768.161

1696.359 28+860 BM AUX 213 4.605 1776.056 0.152 1771.451

1698.823 28+880 PI-419 0.121 1775.935

1703.538 28+900

1708.321 28+920

1783.120 31+000 PERFIL LONGITUDINAL

1783.517 30+980

1783.420 30+960

1780.323 30+940

1778.696 30+920

1776.446 30+900

1776.127 30+880

1774.747 30+860

1773.580 30+840

1774.445 30+820

1775.382 30+800

1775.722 30+780

1776.460 30+760

1772.892 30+740 ESC. 1/100

1772.399 30+720

1769.158 30+700

1768.161 30+680

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 28+820 AL KM 30+680

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1681.00

1717.00

1753.00

1789.00

28820 28940 29060 29180 29300 29420 29540 29660 29780 29900 30020 30140 30260 30380 30500 30620 30740 30860 30980

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL

Page 32: ANEXO 07

ESTUDIO DE PREINVERSION A NIVEL DE FACTIBILIDAD DEL PROYECTO:

"MEJORAMIENTO DE LA CARRETERA SANTA MARIA - SANTA TERESA - PUENTE HIDROELECTRICA MACHUPICCHU"

Departamento: Propietario:

Provincia: Consultor:

Distritos: Fecha:

PLANTILLA DE CIERRE DE NIVELACION

CUSCO PROVIAS NACIONAL

LA CONVENCION CONSORCIO VIAL MACHUPICCHU

MARANURA - SANTA TERESA DICIEMBRE 2013

PTO. V. V. AT. ALT. INST. V. AD. COTAS PTO. V. V. AT. ALT. INST. V. AD. COTAS

BM-32 1.08 1767.2375 1766.158 PI-416 4.375 1767.2005 1762.826

30+660 1.630 1765.608 BM-32 1.043 1766.1575

30+640 2.062 1765.176

PI-417 2.711 1764.527 0.760 Km

30+620 3.487 1763.751 0.0000 m

30+600 3.182 1764.056

PI-416 1.058 1763.884 4.412 1762.826

30+560 2.591 1761.293

30+580 4.255 1759.629

PI-415 3.047 1760.837

PI-413 2.118 1762.212 3.790 1760.094

30+540 1.082 1761.130 0.760 Km Dato de Campo

PI-414 1.152 1761.060 0.0000 m Dato de Campo

30+520 1.530 1760.682 0.0152 m Paràmetro

30+500 1.861 1760.351

30+480 1.401 1760.811

30+460 3.496 1765.250 0.458 1761.754

PI-412 2.761 1762.489 COTA KILOMETRAJE

30+440 1.629 1763.621 1765.608 30+660

BM AUX 214 3.023 1768.128 0.145 1765.105 1765.176 30+640

30+420 2.798 1765.330 1763.751 30+620

PI-411 1.863 1766.265 1764.056 30+600

30+400 1.572 1766.556 1761.293 30+560

30+380 1.470 1766.658 1759.629 30+580

30+360 0.934 1767.194 1761.130 30+540

PI-410 0.815 1767.313 1760.682 30+520

30+340 1.028 1767.100 1760.351 30+500

PI-409 0.645 1767.312 1.461 1766.667 1760.811 30+480

30+320 0.972 1766.340 1761.754 30+460

30+300 0.905 1766.407 1763.621 30+440

30+280 2.628 1764.684 1765.330 30+420

PI-408 0.525 1764.545 3.292 1764.020 1766.556 30+400

30+260 1.773 1762.772 1766.658 30+380

30+240 3.755 1760.790 1767.194 30+360

PI-407 0.062 1760.737 3.870 1760.675 1767.100 30+340

30+220 2.124 1758.613 1766.340 30+320

30+200 3.579 1757.158 1766.407 30+300

30+180 0.401 1756.388 4.750 1755.987 1764.684 30+280

BM-31/PI-406 0.746 1755.642 1762.772 30+260

30+160 1.592 1754.796 1760.790 30+240

30+140 2.351 1754.037 1758.613 30+220

30+120 3.981 1752.407 1757.158 30+200

PI-405 1.693 1754.868 3.213 1753.175 1755.987 30+180

30+110 1.500 1753.368 1754.796 30+160

30+100 1.804 1753.064 1754.037 30+140

30+090 1.701 1753.167 1752.407 30+120

30+080 2.889 1756.557 1.200 1753.668 1753.368 30+110

30+060 1.992 1757.890 0.659 1755.898 1753.064 30+100

PI-404 1.128 1756.762 1753.167 30+090

PI-426 1.586 1782.189 1780.603 1753.668 30+080

31+020 0.772 1781.417 1755.898 30+060

31+040 2.081 1780.108 1781.417 31+020

31+060 3.963 1778.226 1780.108 31+040

31+080 4.474 1777.715 1778.226 31+060

31+100 3.755 1782.294 3.650 1778.539 1777.715 31+080

31+120 3.128 1779.166 1778.539 31+100

31+140 3.010 1779.284 1779.166 31+120

31+160 2.848 1779.446 1779.284 31+140

31+180 2.468 1779.826 1779.446 31+160

PI-427 2.129 1780.165 1779.826 31+180

31+200 2.161 1780.133 1780.133 31+200

31+220 1.523 1780.771 1780.771 31+220

31+240 1.260 1781.034 1781.034 31+240

31+260 1.087 1781.207 1781.207 31+260

PI-428 1.021 1782.466 0.849 1781.445 1781.416 31+280

31+280 1.050 1781.416 1781.148 31+300

31+300 1.318 1781.148 1781.098 31+320

31+320 1.368 1781.098 1780.893 31+340

PI-429 1.398 1781.068 1779.544 31+360

31+340 1.573 1780.893 1779.015 31+380

31+360 2.922 1779.544 1779.921 31+400

31+380 3.451 1779.015 1779.466 31+420

31+400 2.545 1779.921

31+420 1.231 1780.697 3.000 1779.466

PI-430 1.191 1779.506

BM1-PDI 1.616 1779.081

PERFIL LONGITUDINAL

ESC. 1/100

Comprob. Error de Cierre : NIVELACIÓN CORRECTA…OK…

CO

TA

S

KILOMETRAJE

DATOS

Error de Cierre Màximo (Cada 0.100 Km): 0.0020 m

COMPROBACIÓN

Tramo Longitud Nivelada :

Error de Cierre :

Error de Cierre Máximo :

PARÁMETROS

Error de Cierre Màximo : 0.020 m/Km

Error de Cierre Màximo (Cada 0.500 Km): 0.0100 m

TRAMO NIVELADO: KM 30+660 AL KM 31+420

NIVELACIÓN PRINCIPAL NIVELACION DE CIERRE

LONGITUD NIVELADA :

ERROR DE CIERRE :

1751.00

1763.00

1775.00

1787.00

30060 30140 30220 30300 30380 30460 30540 30620 30700 30780 30860 30940 31020 31100 31180 31260 31340 31420

ESTUDIO DE TOPOGRAFIA, TRAZO Y DISEÑO VIAL