Canal Closed DWG Block for AutoCAD

DESIGN IN PLANT AND CLOSED WITH CHANNEL PROFILE PIPE HDPE 8 AND 10 INCHES. HYDRAULIC CHARACTERISTICS CONTAINS CHANNEL.

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

meters, control points, original code, elevation, ordered, abscissa, margin, observations, left, on stone, right, symbology, vol. filling, vol. cutting, slope cut, natural terrain, fixed rock, filled with, own material, description, zone oconal, legend, symbols, geological fault, house, horseshoe road, projected reservoir, ditch, rocky area, eye of water, trasbase, gravel terrain, major curves, minor curves, magnetic north, bm., bush area, sliding area, projected load chamber, drawing :, code:, date:, scale:, indicated, tco., plane :, region :, province :, district:, locality :, ing., revised:, approved :, ancash, san luis, caninaco, cadista :, tco. dominguez stolen noe, unknown units, flow, data, width, long, type, curve elements table, radius, delta, prog: pi, prog: pc, prog: pt, left side on stone, right side on stone, on iron stake, inspection chamber, bypass chamber, cut slope layout mode, fill slope layout mode, longitudinal profile, progressive, terrain elevation, elevation elevation, height cut, fill height, alignment, slope, coordinate table, pc east, north pc, pi east, north pi, east pt, north pt, terrain type, conglomerate terrain, rocky terrain, section type

Raw text data extracted from CAD file:

N 40 20 0 Metros 1:999.938 20 PUNTOS DE CONTROL Código original E2 E3 RM4 BM5 E1 Elevación 4034.363 4038.776 4007.187 3948.024 4047.000 Ordenada 8993735.1280 8993261.1490 8992914.0290 8992552.3920 8993705.0000 Abscisa 253955.1620 253729.5380 253474.9370 253543.2980 253902.0000 Margen Observaciones izquierdo sobre piedra izquierdo sobre piedra izquierdo sobre piedra derecho sobre piedra derecho sobre piedra \C159;\c7222306;EH : 1/2000 EV : 1/200 \fTimes New Roman|b1|i0|c0|p18;\H0.95996x;\C256; \H0.99996x;\C6; \C256; ESC: 1/25 SIMBOLOGIA VOL. DE RELLENO VOL. DE CORTE Talud de Corte 0.5 1 Terreno Natural 5 15.99999999999818 5 5 5 5 ROCA FIJA 5 5 RELLENO CON MATERIAL PROPIO TUBERIA HDPE TIPO I-D=250mm TIPO II-D=200mm 0.40 0.10 0.50 TUBERIA HDPE TIPO I-D=250mm TIPO II-D=200mm \W2.15790; SECCION TIPICA CON \W2.49123; DADOS DE ANCLAJE ESC: 1/20 \W4.13409; SECCION TIPICA \C159;\c7222306;PLANO EN PLANTA 1/1000\fTimes New Roman|b1|i0|c0|p18;\H0.95992x;\C6; \C256; DESCRIPCION ZONA OCONAL LEYENDA SIMBOLOS FALLA GEOLOGICA CASA CAMINO HERRADURA RESERVORIO PROYECTADO ACEQUIA ZONA ROCOSA OJO DEL AGUA TRASBASE TERRENO CASCAJO CURVAS MAYORES CURVAS MENORES NORTE MAGNETICO BM. BM-1 ZONA DE ARBUSTO ZONA DESLIZABLE CAMARA CARGA PROYECTADA N DIBUJO: CODIGO : FECHA : ESCALA : OCTUBRE-2015 INDICADA Tco. PLANO: \W8.59148; CONSORCIO \W6.25385; V&J CONSULTING \W7.10932; \W3.56916; PROYECTO: \W3.72755; INSTALACION DEL SISTEMA DE IRRIGACION DEL CASERIO DE CANINACO, DISTRITO DE \W3.72755; SAN LUIS, PROVINCIA DE CARLOS FERMIN FITZCARRALD-ANCASH. REGION: PROVINCIA: DISTRITO: LOCALIDAD: Ing. REVISADO: Ing. APROBADO: ANCASH \W8.25088; \W6.28955; CARLOS FERMIN FITZCARRALD SAN LUIS CANINACO PPR - 02 \W8.81050; \W5.04956; SISTEMA DE RIEGO HUARUPAMPA \W5.28669; PLANTA Y PERFIL \W9.26385; Km:1+000- 1+62.50 \C159;\c7222306;CARACTERÍSTICA HIDRÁULICA DEL CANAL DE CONDUCCIÓN DEL 1+185.44 Km- 1+621.00\fTimes New Roman|b1|i0|c0|p18;\H0.95992x;\C256; PPR - 02 N CADISTA: Tco. Dominguez Hurtado Noe 2 1 0 Unknown Units 1:### 1 2 1 0 Unknown Units 1:### 1 FLUJO A 01 03 2 1 0 Unknown Units 1:### 1 2 1 0 Unknown Units 1:### 1 N N N N DATOS ANCHO LARGO TIPO 0.3m 0.4m \A1;compuerta deslizante DATOS ANCHO LARGO TIPO 0.3m 0.4m \A1;compuerta deslizante DATOS ANCHO LARGO TIPO 0.3m 0.4m \A1;compuerta deslizante TABLA DE ELEMENTOS DE CURVA CURVA N° C:1 C:2 C:3 C:4 C:5 C:6 C:7 C:8 C:9 C:10 C:11 C:12 C:13 C:14 C:15 C:16 C:17 C:18 C:19 C:20 C:21 C:22 C:23 C:24 C:25 C:26 C:27 C:28 C:29 C:30 RADIO 7.563 17.950 35.576 27.000 3.028 7.462 9.000 3.577 2.443 6.970 5.000 5.000 4.483 4.552 6.110 7.266 16.822 19.700 5.103 14.110 30.023 6.839 9.466 2.943 6.000 5.000 17.273 5.218 2.881 9.737 DELTA 20°31'06" 22°13'20" 13°38'09" 5°06'30" 17°43'11" 25°45'14" 16°53'58" 77°47'36" 113°30'50" 21°07'36" 22°11'58" 23°29'35" 50°29'27" 30°14'20" 27°55'50" 30°30'06" 6°06'32" 17°33'44" 34°14'36" 16°09'27" 6°51'40" 25°42'23" 25°47'20" 44°08'20" 43°13'05" 37°46'06" 19°27'14" 108°19'47" 107°56'41" 15°31'18" T 1.37 3.53 4.25 1.20 0.47 1.71 1.34 2.89 3.73 1.30 0.98 1.04 2.11 1.23 1.52 1.98 0.90 3.04 1.57 2.00 1.80 1.56 2.17 1.19 2.38 1.71 2.96 7.22 3.96 1.33 L 2.71 6.96 8.47 2.41 0.94 3.35 2.65 4.86 4.84 2.57 1.94 2.05 3.95 2.40 2.98 3.87 1.79 6.04 3.05 3.98 3.60 3.07 4.26 2.27 4.53 3.30 5.86 9.86 5.43 2.64 E 0.12 0.34 0.25 0.03 0.04 0.19 0.10 1.02 2.01 0.12 0.10 0.11 0.47 0.16 0.19 0.27 0.02 0.23 0.24 0.14 0.05 0.18 0.24 0.23 0.45 0.28 0.25 3.69 2.02 0.09 LC 2.69 6.92 8.45 2.41 0.93 3.33 2.64 4.49 4.09 2.56 1.93 2.04 3.82 2.37 2.95 3.82 1.79 6.01 3.00 3.97 3.59 3.04 4.22 2.21 4.42 3.24 5.84 8.46 4.66 2.63 M 0.12 0.34 0.25 0.03 0.04 0.19 0.10 0.79 1.10 0.12 0.09 0.10 0.43 0.16 0.18 0.26 0.02 0.23 0.23 0.14 0.05 0.17 0.24 0.22 0.42 0.27 0.25 2.16 1.19 0.09 PROG: PI 0+031.63 0+049.00 0+092.09 0+114.35 0+131.86 0+139.41 0+156.79 0+179.92 0+171.58 0+186.27 0+192.81 0+197.18 0+225.12 0+232.27 0+249.10 0+288.58 0+305.87 0+332.80 0+354.14 0+364.99 0+384.51 0+403.34 0+415.51 0+438.55 0+450.01 0+463.39 0+474.26 0+501.42 0+549.61 0+517.26 PROG: PC 0+030.26 0+045.48 0+087.84 0+113.14 0+131.39 0+137.71 0+155.45 0+177.04 0+167.86 0+184.97 0+191.83 0+196.14 0+223.01 0+231.04 0+247.58 0+286.60 0+304.97 0+329.76 0+352.57 0+362.99 0+382.71 0+401.78 0+413.35 0+437.36 0+447.64 0+461.68 0+471.29 0+494.19 0+545.65 0+515.93 PROG: PT 0+032.97 0+052.44 0+096.31 0+115.55 0+132.33 0+141.06 0+158.11 0+181.89 0+172.70 0+187.54 0+193.77 0+198.19 0+226.96 0+233.44 0+250.56 0+290.46 0+306.76 0+335.80 0+355.62 0+366.97 0+386.30 0+404.85 0+417.61 0+439.63 0+452.16 0+464.97 0+477.16 0+504.06 0+551.08 0+518.57 S=1% S=1% S=1% S=1% 0.6000000000058208 \A1;0.60 \A1;0.50 \A1;0.50 \A1;16,00 \A1;0.21 \A1;0.30 \A1;0.3 \A1;0.20 \A1;0.15 \A1;2.21 \A1;0.40 \A1;0.10 \A1;0.50 \A1;0.50 \A1;16,00 \A1;0.21 \A1;0.30 \A1;0.3 \A1;0.20 \A1;0.15 \A1;2.21 \A1;0.40 \A1;0.10 \A1;- \A1;- 2 1 0 Unknown Units 1:### 1 DATOS ANCHO LARGO TIPO 0.3m 0.4m \A1;compuerta deslizante DATOS ANCHO LARGO TIPO 0.3m 0.4m \A1;compuerta deslizante DATOS ANCHO LARGO TIPO 0.3m 0.4m \A1;compuerta deslizante BM 5.00 NORTE = 8992552.392 Lado izquierda sobre piedra COTA = 3948.024 ESTE = 253543.298 BM 1.00 NORTE = 8993705.000 Lado derecho sobre piedra COTA = 4047.000 ESTE = 253902.000 RF 1.00 NORTE = 8993735.128 Lado derecho sobre piedra COTA = 4034.36 ESTE = 253955.162 RF 2.00 NORTE =8993252.585 sobre estaca de fierro COTA = 4038.113 ESTE = 253723.506 BM 2.00 NORTE = 8993261.149 COTA = 4038.776 ESTE = 253729.538 BM 3.00 NORTE = 8992909.523 Lado derecho sobre piedra COTA = 4006.965 ESTE =253476.230 sobre estaca de fierro BM 3.00 NORTE = 8992914.029 Lado derecho sobre piedra COTA = 4007.187 ESTE =253474.937 RF 5.00 NORTE = 8992555.158 Lado izquierda sobre piedra COTA = 3947.42 ESTE = 253536.872 SECTOR UTUTO 0+000 AL 0+240 SECTOR SAUMASHIMA 0+240 AL 0+540 SECTOR SIRHUA 0+540 AL 1+140 \W3.21096; SECTOR CABALLAPAMPA \W4.23477; 1+140 AL 1+640 253 520 E 253 600 E 253 600 E 253 680 E 253 680 E 253 760 E 253 760 E 253 839 E 253 840 E 253 920 E 253 920 E 254 000 E 254 000 E 254 080 E 254 080 E 8 993 040 N 8 993 120 N 8 993 120 N 8 993 200 N 8 993 200 N 8 993 280 N 8 993 280 N 8 993 360 N 8 993 360 N 8 993 440 N 8 993 440 N 8 993 520 N 8 993 520 N 8 993 600 N 8 993 600 N 8 993 680 N 8 993 680 N 8 993 760 N 253 359 E 253 360 E 253 440 E 253 440 E 253 520 E 253 520 E 253 600 E 253 600 E 253 680 E 253 679 E 253 760 E 253 760 E 8 992 560 N 8 992 560 N 8 992 640 N 8 992 640 N 8 992 720 N 8 992 720 N 8 992 800 N 8 992 800 N 8 992 880 N 8 992 880 N 8 992 960 N 8 992 960 N 8 993 040 N 8 993 120 N 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 1+620.00 1+640.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 1+620.00 1+640.00 TOMA LATERAL - 01 KM. 0+760.00 CAMARA DE INSPECCION KM. 0+200.00 CAMARA DE INSPECCION KM. 0+570.00 Nº 01 Nº 02 \W1.99259; CAMARA DE \W3.21046; INSPECCION KM. 0+400.00 Nº 03 CAMARA DE INSPECCION KM. 1+400.00 Nº 04 TOMA LATERAL - 02 KM. 1+050.00 TOMA LATERAL - 03 KM. 1+220.00 CAMARA DE DERIVACION KM. 1+500 \W2.62183; QUEBRADA \W2.62183; HUARU \W3.69325; CAUDAL \W3.69325; PERMANENTE CANAL DE LIMPIA S=0.36% KM. 1+546.00 \W0.65152; AMORTIGUADOR \W0.65152; TIPO IMPACTO \W0.65152; (ATI) Nº01 1+652 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 Cut Slope Layout Mode Fill Slope Layout Mode Cut Slope Layout Mode Fill Slope Layout Mode Cut Slope Layout Mode Fill Slope Layout Mode Cut Slope Layout Mode Fill Slope Layout Mode \c0;4030.00 \c0;4040.00 \c0;4045.00 \c0;4035.00 \c0;4035.00 \c0;4040.00 \c0;4030.00 \c0;4030.00 \c0;4035.00 \c0;4035.00 \c0;4035.00 \c0;4030.00 \c0;4035.00 \c0;3950.00 \c0;3955.00 \c0;3960.00 \c0;3965.00 \c0;3970.00 \c0;3975.00 \c0;3980.00 \c0;3985.00 \c0;3990.00 \c0;3995.00 \c0;3995.00 \c0;4000.00 \c0;4000.00 \c0;4000.00 \c0;4005.00 \c0;4005.00 \c0;4005.00 \c0;4010.00 \c0;4010.00 \c0;4010.00 \c0;4010.00 \c0;4010.00 \c0;4015.00 \c0;4015.00 \c0;4015.00 \c0;4015.00 \c0;4020.00 \c0;4020.00 \c0;4020.00 \c0;4020.00 \c0;4020.00 \c0;4020.00 \c0;4020.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4030.00 \c0;4030.00 \c0;4030.00 \c0;4030.00 \c0;4035.00 PERFIL LONGITUDINAL 3948 3950 3952 3954 3956 3958 3960 3962 3964 3966 3968 3970 3972 3974 3976 3978 3980 3982 3984 3986 3988 3990 3992 3994 3996 3998 4000 4002 4004 4006 4008 4010 4012 4014 4016 4018 4020 4022 4024 4026 4028 4030 4032 4034 4036 4038 4040 4042 4044 PROGRESIVA COTA DEL TERRENO COTA RASANTE ALTURA CORTE ALTURA DE RELLENO ALINEAMIENTO PENDIENTE -1.26% -3.05% -3.51% -4.10% -2.71% -2.17% -4.28% -3.39% -3.33% -22.87% -2.51% -4.47% -2.61% -0.17% -29.06% -41.72% -9.82% -1.18% -2.98% 0.48% GRADE BREAK STA = 0+90.73 ELEV = 4036.395 GRADE BREAK STA = 2+32.33 ELEV = 4031.933 GRADE BREAK STA = 4+03.96 ELEV = 4026.534 GRADE BREAK STA = 5+29.13 ELEV = 4023.141 GRADE BREAK STA = 7+16.97 ELEV = 4019.062 GRADE BREAK STA = 8+27.98 ELEV = 4015.677 GRADE BREAK STA = 9+92.25 ELEV = 4008.641 GRADE BREAK STA = 11+84.48 ELEV = 4002.131 GRADE BREAK STA = 13+53.51 ELEV = 3996.508 GRADE BREAK STA = 14+74.76 ELEV = 3993.744 GRADE BREAK STA = 16+22.72 ELEV = 3951.486 GRADE BREAK STA = 16+51.51 ELEV = 3949.314 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 4039.56 4038.66 4037.77 4036.87 4036.07 4035.37 4034.66 4033.96 4033.30 4032.78 4032.26 4031.92 4031.83 4031.58 4030.80 4029.98 4029.16 4028.34 4027.52 4026.70 4026.10 4025.56 4025.02 4024.47 4023.93 4023.39 4022.91 4022.47 4022.04 4021.60 4021.17 4020.73 4020.30 4019.87 4019.43 4018.97 4018.36 4017.75 4017.14 4016.53 4015.92 4015.16 4014.31 4013.45 4012.59 4011.74 4010.88 4010.02 4009.17 4008.38 4007.70 4007.02 4006.35 4005.67 4004.99 4004.31 4003.64 4002.96 4002.28 4001.61 4000.95 4000.28 3999.62 3998.95 3998.29 3997.62 3996.96 3996.43 3996.20 3995.96 3995.37 3994.78 3994.18 3992.22 3986.41 3979.88 3971.54 3965.83 3961.26 3956.68 3952.11 3949.79 4039.56 4038.66 4037.77 4036.87 4036.07 4035.37 4034.66 4033.96 4033.30 4032.78 4032.26 4031.92 4031.83 4031.58 4030.80 4029.98 4029.16 4028.34 4027.52 4026.70 4026.10 4025.56 4025.02 4024.47 4023.93 4023.39 4022.91 4022.47 4022.04 4021.60 4021.17 4020.73 4020.30 4019.87 4019.43 4018.97 4018.36 4017.75 4017.14 4016.53 4015.92 4015.16 4014.31 4013.45 4012.59 4011.74 4010.88 4010.02 4009.17 4008.38 4007.70 4007.02 4006.35 4005.67 4004.99 4004.31 4003.64 4002.96 4002.28 4001.61 4000.95 4000.28 3999.62 3998.95 3998.29 3997.62 3996.96 3996.43 3996.20 3995.96 3995.37 3994.78 3994.18 3992.22 3986.41 3979.88 3971.54 3965.83 3961.26 3956.68 3952.11 3949.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L=2.71m R=7.56m L=6.96m R=17.95m L=8.47m R=35.58m L=2.41m R=27.00m L=0.94m R=3.03m L=3.35m R=7.46m L=2.65m R=9.00m L=4.84m R=2.44m L=4.86m R=3.58m L=2.57m R=6.97m L=1.94m R=5.00m L=2.05m R=5.00m L=3.95m R=4.48m L=2.40m R=4.55m L=2.98m R=6.11m L=3.87m R=7.27m L=1.79m R=16.82m L=6.04m R=19.70m L=3.05m R=5.10m L=3.98m R=14.11m L=3.60m R=30.02m L=3.07m R=6.84m L=4.26m R=9.47m L=2.27m R=2.94m L=4.53m R=6.00m L=3.30m R=5.00m L=5.86m R=17.27m L=9.86m R=5.22m L=2.64m R=9.74m L=5.43m R=2.88m L=3.62m R=12.03m L=3.21m R=5.73m L=5.41m R=11.00m L=7.97m R=12.00m L=4.49m R=8.91m L=3.15m R=12.00m L=5.47m R=11.02m L=1.94m R=13.43m L=4.24m R=36.00m L=6.08m R=24.08m L=13.42m R=42.00m L=4.25m R=38.00m L=6.34m R=42.08m L=4.35m R=43.01m L=7.48m R=19.75m L=11.94m R=22.00m L=6.02m R=13.01m L=17.23m R=16.81m L=3.83m R=6.00m L=7.50m R=16.15m L=5.48m R=19.67m L=3.46m R=20.95m L=12.64m R=24.00m L=3.70m R=16.91m L=10.14m R=22.00m L=1.94m R=40.06m L=5.37m R=41.00m L=6.18m R=36.00m -1.26% -3.05% -3.51% -4.10% -2.71% -2.17% -4.28% -3.39% -3.33% -22.87% -2.51% -4.47% -2.61% -0.17% -29.06% -41.72% -9.82% -1.18% -2.98% 0.48%EN 6.37m C:3 C:4 C:6 C:7 C:9 C:19 C:21 C:33 C:34 C:36 C:37 C:39 C:41 C:42 C:46 C:47 C:48 C:50 C:53 C:55 C:57 C:58 C:8 C:10 C:11 C:12 C:16 C:18 C:24 C:25 C:26 C:32 C:40 C:43 C:45 C:49 C:52 C:1 C:2 C:5 C:13 C:14 C:15 C:20 C:22 C:23 C:27 C:29 C:30 C:31 C:35 C:38 C:44 C:51 C:54 C:56 C:17 C:28 Nº 01 KM. 0+200.00 \W2.96104; CAJA DE \W3.02973; INSPECCION Nº 02 KM. 0+400.00 \W2.96104; CAJA DE \W3.02973; INSPECCION Nº 03 KM. 0+570.00 \W2.96104; CAJA DE \W3.02973; INSPECCION Nº 02 KM. 1+050.00 \W4.27056; TOMA \W3.10390; LATERAL Nº 04 KM. 0+960.00 \W2.96104; CAJA DE \W3.02973; INSPECCION Nº 03 KM. 1+220.00 \W4.27056; TOMA \W3.10390; LATERAL KM. 0+760.00 Nº 05 KM. 1+400.00 \W2.96104; CAJA DE \W3.02973; INSPECCION KM. 1+546.00 \W0.65152; AMORTIGUADOR \W0.65152; TIPO IMPACTO \W0.65152; (ATI) Nº 01 \W4.27056; TOMA \W3.10390; LATERAL Nº 01 \W1.84199; CAMARA DE \W1.84199; DERIVACION KM. 1+500.00 PERFIL LONGITUDINAL 4010 4012 4014 4016 4018 4020 4022 4024 4026 4028 4030 4032 4034 4036 4038 4040 PROGRESIVA COTA DEL TERRENO COTA RASANTE ALTURA CORTE ALTURA DE RELLENO PENDIENTE ALINEAMIENTO 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 4040.22 4038.95 4038.16 4037.51 4036.78 4035.85 4035.96 4034.19 4033.65 4032.97 4032.71 4032.20 4028.37 4031.21 4031.39 4030.48 4029.51 4029.46 4028.20 4027.63 4027.17 4026.72 4025.98 4025.38 4023.53 4024.34 4023.91 4023.56 4023.18 4022.03 4022.36 4021.94 4020.91 4020.34 4020.13 4019.87 4019.25 4018.41 4017.97 4017.15 4016.43 4015.49 4014.89 4014.22 4013.33 4012.48 4011.79 4010.84 4009.93 4039.56 4038.66 4037.77 4036.87 4036.07 4035.37 4034.66 4033.96 4033.30 4032.78 4032.26 4031.92 4031.83 4031.58 4030.80 4029.98 4029.16 4028.34 4027.52 4026.70 4026.10 4025.56 4025.02 4024.47 4023.93 4023.39 4022.91 4022.47 4022.04 4021.60 4021.17 4020.73 4020.30 4019.87 4019.43 4018.97 4018.36 4017.75 4017.14 4016.53 4015.92 4015.16 4014.31 4013.45 4012.59 4011.74 4010.88 4010.02 4009.17 -1.26% -3.05% -3.51% -4.10% -2.71% -2.17% -4.28% -3.39% -2.51% -4.47% -2.61% -0.17% PERFIL LONGITUDINAL 3946 3948 3950 3952 3954 3956 3958 3960 3962 3964 3966 3968 3970 3972 3974 3976 3978 3980 3982 3984 3986 3988 3990 3992 3994 3996 3998 4000 4002 4004 4006 4008 4010 PROGRESIVA COTA DEL TERRENO COTA RASANTE ALTURA CORTE ALTURA DE RELLENO PENDIENTE ALINEAMIENTO 0.66 0.29 0.39 0.64 0.72 0.48 1.30 0.23 0.35 0.19 0.45 0.28 -3.46 -0.37 0.59 0.51 0.36 1.13 0.68 0.93 1.07 1.16 0.97 0.91 -0.40 0.95 1.01 1.09 1.14 0.42 1.19 1.20 0.61 0.47 0.70 0.90 0.89 0.66 0.83 0.62 0.51 0.33 0.58 0.77 0.74 0.74 0.91 0.81 0.77 0.67 3.46 0.37 0.40 -3.39% 192.34m -3.33% 169.13m -22.87% 78.70m -29.06% 41.24m -41.72% 34.29m -1.18% 47.03m -2.98% 74.25m PVI =1+184.48\Fsimplex.shx|c0; ELEV. = 4002.131 PVI =1+353.51\Fsimplex.shx|c0; ELEV. = 3996.508 PVI =1+514.35\Fsimplex.shx|c0; ELEV. = 3982.238 PVI =1+546.00\Fsimplex.shx|c0; ELEV. = 3969.033 PVI =1+400.54\Fsimplex.shx|c0; ELEV. = 3995.954 PVI =1+474.76\Fsimplex.shx|c0; ELEV. = 3993.744 PVI =1+621.51\Fsimplex|c0; ELEV. = 3952.314 PVI =0+281.43\Fsimplex.shx|c0; ELEV. = 4031.558 PVI =0+827.98\Fsimplex.shx|c0; ELEV. = 4015.677 PVI =0+175.68\Fsimplex.shx|c0; ELEV. = 4033.412 PVI =0+403.96\Fsimplex.shx|c0; ELEV. = 4026.534 PVI =0+529.13\Fsimplex.shx|c0; ELEV. = 4023.141 PVI =0+716.97\Fsimplex.shx|c0; ELEV. = 4019.062 PVI =0+020.14\Fsimplex.shx|c0; ELEV. = 4039.552 PVI =0+090.73\Fsimplex.shx|c0; ELEV. = 4036.395 PVI =0+232.33\Fsimplex.shx|c0; ELEV. = 4031.933 PVI =0+254.69\Fsimplex.shx|c0; ELEV. = 4031.895 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+621 4008.24 4007.24 4006.60 4006.18 4005.32 4005.15 4004.53 4003.84 4002.79 4002.50 4001.89 4001.32 4000.64 3999.41 3998.90 3998.06 3997.65 3996.89 3997.09 3996.88 3995.60 3995.20 3994.59 3992.55 3987.27 3980.33 3972.17 3966.25 3961.77 3957.24 3952.60 4007.70 4007.02 4006.35 4005.67 4004.99 4004.31 4003.64 4002.96 4002.28 4001.61 4000.95 4000.28 3999.62 3998.95 3998.29 3997.62 3996.96 3996.43 3996.20 3995.96 3995.37 3994.78 3994.18 3992.22 3986.41 3979.88 3971.54 3965.83 3961.26 3956.68 3952.11 -0.54 -0.21 -0.25 -0.51 -0.33 -0.84 -0.89 -0.88 -0.51 -0.88 -0.94 -1.03 -1.02 -0.45 -0.61 -0.44 -0.70 -0.46 -0.90 -0.92 -0.22 -0.42 -0.40 -0.33 -0.86 -0.45 -0.64 -0.41 -0.52 -0.56 -0.49 0.54 0.21 0.25 0.51 0.33 0.84 0.89 0.88 0.51 0.88 0.94 1.03 1.02 0.45 0.61 0.44 0.70 0.46 0.90 0.92 0.22 0.42 0.40 0.33 0.86 0.45 0.64 0.41 0.52 0.56 0.49 -3.39% -3.33% -22.87% -29.06% -41.72% -1.18% -2.98% L=8.47m R=35.58m L=2.41m R=27.00m L=3.35m R=7.46m L=4.84m R=2.44m L=3.05m R=5.10m L=3.60m R=30.02m L=7.97m R=12.00m L=5.47m R=11.02m L=4.24m R=36.00m L=13.42m R=42.00m L=4.25m R=38.00m L=2.05m R=5.00m L=3.87m R=7.27m L=6.04m R=19.70m L=2.27m R=2.94m L=3.21m R=5.73m L=6.08m R=24.08m L=6.34m R=42.08m L=6.96m R=17.95m L=2.40m R=4.55m L=2.98m R=6.11m L=4.26m R=9.47m L=5.86m R=17.27m L=5.43m R=2.88m L=2.64m R=9.74m L=3.62m R=12.03m L=4.49m R=8.91m L=1.94m R=13.43m L=9.86m R=5.22m L=6.02m R=13.01m L=17.23m R=16.81m L=7.50m R=16.15m L=12.64m R=24.00m L=10.14m R=22.00m L=5.37m R=41.00m L=6.18m R=36.00m L=7.48m R=19.75m L=3.83m R=6.00m L=3.46m R=20.95m L=4.35m R=43.01m L=5.48m R=19.67m L=3.70m R=16.91m L=1.94m R=40.06m -1.26% 26.75m -3.05% 111.07m -3.51% 85.00m -4.10% 122.63m -2.71% 125.22m -2.17% 187.88m -4.28% 164.42m -2.51% 34.71m -4.47% 70.66m -2.61% 56.67m -0.17% 22.36m CUADRO DE COORDENADAS CURVA N° C:44 C:45 C:46 C:47 C:48 C:49 C:50 C:51 C:52 C:53 C:54 C:55 C:56 C:57 C:58 PC ESTE 253558.32 253493.39 253481.75 253475.53 253457.42 253467.15 253500.06 253523.11 253552.65 253584.16 253612.73 253654.73 253650.37 253613.47 253589.95 PC NORTE 8993035.05 8992998.92 8992986.94 8992966.14 8992937.70 8992895.85 8992875.89 8992844.65 8992818.75 8992799.72 8992755.15 8992707.37 8992657.96 8992607.61 8992582.55 PI ESTE 253556.53 253490.08 253477.87 253475.09 253452.03 253467.95 253503.38 253524.65 253553.97 253589.73 253613.64 253658.16 253649.84 253611.88 253587.81 PI NORTE 8993033.81 8992997.09 8992982.21 8992963.11 8992929.93 8992894.04 8992874.01 8992842.36 8992817.64 8992796.42 8992753.52 8992703.51 8992657.15 8992605.44 8992580.31 PT ESTE 253554.63 253487.68 253476.98 253473.34 253455.86 253469.68 253505.51 253526.76 253555.46 253592.88 253614.87 253659.52 253649.26 253610.02 253585.31 PT NORTE 8993032.75 8992994.17 8992976.15 8992960.59 8992921.29 8992893.06 8992870.84 8992840.59 8992816.75 8992790.77 8992752.14 8992698.53 8992656.37 8992603.50 8992578.47 C:31 C:32 C:33 C:34 C:35 C:36 C:37 C:38 C:39 C:40 C:41 C:42 C:43 253805.32 253787.75 253783.24 253759.16 253733.77 253721.12 253700.51 253695.18 253694.67 253689.67 253682.25 253654.87 253626.10 8993360.73 8993343.75 8993330.46 8993303.05 8993296.62 8993288.31 8993262.08 8993236.93 8993206.35 8993166.21 8993145.75 8993110.09 8993082.60 253804.41 253786.54 253782.52 253756.32 253731.50 253719.86 253698.81 253695.03 253694.64 253689.27 253679.73 253653.49 253623.79 8993359.15 8993342.63 8993327.80 8993300.04 8993296.28 8993287.35 8993259.86 8993235.96 8993204.23 8993163.18 8993139.47 8993108.46 8993080.42 253803.07 253786.11 253780.63 253752.23 253729.68 253718.90 253698.37 253695.02 253694.36 253688.13 253675.36 253651.95 253621.18 8993357.91 8993341.04 8993325.79 8993299.42 8993294.88 8993286.09 8993257.10 8993234.99 8993202.13 8993160.34 8993134.31 8993107.00 8993078.61 TABLA DE ELEMENTOS DE CURVA CURVA N° C:44 C:45 C:46 C:47 C:48 C:49 C:50 C:51 C:52 C:53 C:54 C:55 C:56 C:57 C:58 RADIO 43.014 19.747 22.000 13.010 16.810 6.000 16.145 19.673 20.951 24.000 16.910 22.000 40.057 41.000 36.000 DELTA 5°47'56" 21°41'22" 31°06'05" 26°30'44" 58°43'26" 36°35'25" 26°36'40" 15°57'26" 9°26'57" 30°10'29" 12°32'20" 26°24'30" 2°46'32" 7°29'51" 9°50'31" T 2.18 3.78 6.12 3.06 9.46 1.98 3.82 2.76 1.73 6.47 1.86 5.16 0.97 2.69 3.10 L 4.35 7.48 11.94 6.02 17.23 3.83 7.50 5.48 3.46 12.64 3.70 10.14 1.94 5.37 6.18 E 0.06 0.36 0.84 0.36 2.48 0.32 0.45 0.19 0.07 0.86 0.10 0.60 0.01 0.09 0.13 LC 4.35 7.43 11.80 5.97 16.48 3.77 7.43 5.46 3.45 12.49 3.69 10.05 1.94 5.36 6.18 M 0.06 0.35 0.81 0.35 2.16 0.30 0.43 0.19 0.07 0.83 0.10 0.58 0.01 0.09 0.13 PROG: PI 1+008.23 1+084.14 1+103.31 1+122.30 1+162.60 1+200.18 1+240.75 1+278.73 1+317.05 1+358.62 1+407.43 1+474.38 1+525.90 1+590.04 1+624.83 PROG: PC 1+006.05 1+080.36 1+097.18 1+119.24 1+153.14 1+198.20 1+236.93 1+275.98 1+315.32 1+352.15 1+405.57 1+469.21 1+524.93 1+587.35 1+621.73 PROG: PT 1+010.40 1+087.84 1+109.13 1+125.26 1+170.37 1+202.03 1+244.43 1+281.46 1+318.78 1+364.79 1+409.27 1+479.35 1+526.87 1+592.72 1+627.92 C:31 C:32 C:33 C:34 C:35 C:36 C:37 C:38 C:39 C:40 C:41 C:42 C:43 12.028 5.730 11.000 12.000 8.910 12.000 11.023 13.427 36.000 24.075 42.000 38.000 42.075 17°15'22" 32°02'54" 28°10'03" 38°02'56" 28°53'59" 15°02'59" 28°27'16" 8°17'02" 6°44'42" 14°28'34" 18°18'15" 6°24'33" 8°38'13" 1.83 1.65 2.76 4.14 2.30 1.59 2.79 0.97 2.12 3.06 6.77 2.13 3.18 3.62 3.21 5.41 7.97 4.49 3.15 5.47 1.94 4.24 6.08 13.42 4.25 6.34 0.14 0.23 0.34 0.69 0.29 0.10 0.35 0.04 0.06 0.19 0.54 0.06 0.12 3.61 3.16 5.35 7.82 4.45 3.14 5.42 1.94 4.24 6.07 13.36 4.25 6.34 0.14 0.22 0.33 0.66 0.28 0.10 0.34 0.04 0.06 0.19 0.53 0.06 0.12 0+570.71 0+595.02 0+610.30 0+648.36 0+673.15 0+687.73 0+722.33 0+746.41 0+778.14 0+819.54 0+845.06 0+885.56 0+926.41 0+568.89 0+593.37 0+607.54 0+644.22 0+670.86 0+686.14 0+719.54 0+745.44 0+776.02 0+816.48 0+838.30 0+883.44 0+923.23 0+572.51 0+596.58 0+612.95 0+652.19 0+675.35 0+689.30 0+725.01 0+747.38 0+780.26 0+822.57 0+851.71 0+887.69 0+929.58 TABLA DE ELEMENTOS DE CURVA CURVA N° RADIO DELTA T L E LC M PROG: PI PROG: PC PROG: PT TIPO DE TERRENO TIPO DE TERRENO TERRENO CONGLOMERADO 0+000Km - 0+480Km TERRENO ROCOSO 0+480Km - 0+560Km TERRENO CONGLOMERADO 0+560Km - 1+000Km TERRENO CONGLOMERADO 1+000Km - 1+653Km - \W5.71806; TUBERIA HDPE D=200 mm \W9.42553; Km:0+000 - 1+000 - \W6.21806; TUBERIA HDPE D=20 mm \W8.32566; km:1+000 - 1+403.50 CUADRO DE COORDENADAS CURVA N° C:1 C:2 C:3 C:4 C:5 C:6 C:7 C:8 C:9 C:10 C:11 C:12 C:13 C:14 C:15 C:16 C:17 C:18 C:19 C:20 C:21 C:22 C:23 C:24 C:25 C:26 C:27 C:28 C:29 C:30 PC ESTE 253992.48 253980.48 253957.06 253948.21 253943.96 253944.32 253952.58 253956.74 253961.39 253955.29 253954.61 253955.18 253950.51 253954.06 253957.33 253957.79 253946.89 253931.12 253921.70 253913.66 253900.53 253889.86 253880.37 253866.48 253867.55 253861.63 253861.47 253856.89 253818.85 253839.01 PC NORTE 8993747.39 8993738.12 8993703.00 8993679.36 8993661.62 8993655.33 8993639.73 8993625.27 8993631.05 8993618.27 8993611.49 8993607.24 8993580.84 8993573.99 8993557.88 8993523.00 8993508.41 8993489.28 8993468.59 8993462.19 8993447.54 8993431.74 8993425.26 8993405.83 8993395.79 8993383.42 8993373.98 8993351.64 8993376.65 8993354.86 PI ESTE 253991.72 253977.63 253954.82 253947.83 253943.85 253944.45 253953.25 253954.10 253964.13 253955.55 253954.45 253955.41 253950.11 253954.84 253957.58 253956.01 253946.39 253929.17 253921.11 253911.99 253899.37 253889.00 253878.51 253865.82 253868.00 253860.72 253861.75 253855.14 253816.19 253837.89 PI NORTE 8993746.25 8993736.05 8993699.39 8993678.22 8993661.16 8993653.63 8993638.58 8993624.11 8993628.52 8993617.00 8993610.52 8993606.23 8993578.76 8993573.04 8993556.38 8993522.14 8993507.66 8993486.94 8993467.14 8993461.08 8993446.16 8993430.43 8993424.15 8993404.83 8993393.46 8993381.98 8993371.03 8993344.63 8993379.59 8993355.57 PT ESTE 253990.62 253975.77 253953.48 253947.56 253943.89 253945.31 253954.24 253954.67 253960.71 253955.33 253954.66 253955.21 253951.46 253955.04 253958.50 253954.91 253945.81 253928.03 253919.80 253910.70 253898.38 253887.66 253877.32 253866.05 253866.73 253860.88 253861.03 253849.04 253814.21 253837.00 PT NORTE 8993745.45 8993733.06 8993695.35 8993677.05 8993660.69 8993652.15 8993637.67 8993621.29 8993627.02 8993615.72 8993609.56 8993605.21 8993577.13 8993571.83 8993555.17 8993520.49 8993506.97 8993484.12 8993466.27 8993459.55 8993444.66 8993429.63 8993422.34 8993403.66 8993391.45 8993380.27 8993368.16 8993348.50 8993376.16 8993356.55 FIN DE LA TUBERIA HDPE \W0.77835; D=250 mm. KM:1+403.50 NORTE = 8993705.000 Lado derecho sobre piedra BM 5.00 NORTE = 8992552.392 Lado izquierda sobre piedra COTA = 3948.024 ESTE = 253543.298 BM 1.00 Lado derecho sobre piedra COTA = 4047.000 ESTE = 253902.000 RF 1.00 NORTE = 8993735.128 Lado derecho sobre piedra COTA = 4034.36 ESTE = 253955.162 RF 2.00 NORTE =8993252.585 sobre estaca de fierro COTA = 4038.113 ESTE = 253723.506 BM 2.00 NORTE = 8993261.149 COTA = 4038.776 ESTE = 253729.538 BM 3.00 NORTE = 8992909.523 COTA = 4006.965 ESTE =253476.230 sobre estaca de fierro BM 3.00 NORTE = 8992914.029 Lado derecho sobre piedra COTA = 4007.187 ESTE =253474.937 RF 5.00 NORTE = 8992555.158 Lado izquierda sobre piedra COTA = 3947.42 ESTE = 253536.872 SECTOR UTUTO 0+000 AL 0+240 SECTOR SAUMASHIMA 0+240 AL 0+540 \W0.71429; SECTOR SIRHUA 0+540 AL 1+140 SECTOR CABALLAPAMPA 1+140 AL 1+640 253 520 E 253 600 E 253 600 E 253 680 E 253 680 E 253 760 E 253 760 E 253 839 E 253 840 E 253 920 E 253 920 E 254 000 E 254 000 E 254 080 E 254 080 E 8 993 040 N 8 993 120 N 8 993 120 N 8 993 200 N 8 993 200 N 8 993 280 N 8 993 280 N 8 993 360 N 8 993 360 N 8 993 440 N 8 993 440 N 8 993 520 N 8 993 520 N 8 993 600 N 8 993 600 N 8 993 680 N 8 993 680 N 8 993 760 N 253 359 E 253 360 E 253 440 E 253 440 E 253 520 E 253 520 E 253 600 E 253 600 E 253 680 E 253 679 E 253 760 E 253 760 E 8 992 560 N 8 992 560 N 8 992 640 N 8 992 640 N 8 992 720 N 8 992 720 N 8 992 800 N 8 992 800 N 8 992 880 N 8 992 880 N 8 992 960 N 8 992 960 N 8 993 040 N 8 993 120 N TOMA LATERAL - 01 KM. 0+760.00 CAMARA DE INSPECCION KM. 0+200.00 CAMARA DE INSPECCION KM. 0+570.00 Nº 01 Nº 02 CAMARA DE INSPECCION KM. 0+400.00 Nº 03 CAMARA DE INSPECCION KM. 1+400.00 Nº 04 TOMA LATERAL - 02 KM. 1+050.00 TOMA LATERAL - 03 KM. 1+220.00 CAMARA DE DERIVACION KM. 1+500 QUEBRADA HUARUPAMPA \W0.25913; CAUDAL \W0.25913; PERMANENTE CANAL DE LIMPIA S=0.36% KM. 1+546.00 AMORTIGUADOR TIPO IMPACTO (ATI) Nº01 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 \c0;4030.00 \c0;4040.00 \c0;4045.00 \c0;4035.00 \c0;4035.00 \c0;4040.00 \c0;4030.00 \c0;4030.00 \c0;4035.00 \c0;4035.00 \c0;4035.00 \c0;4030.00 \c0;4035.00 \c0;3950.00 \c0;3955.00 \c0;3960.00 \c0;3965.00 \c0;3970.00 \c0;3975.00 \c0;3980.00 \c0;3985.00 \c0;3990.00 \c0;3995.00 \c0;3995.00 \c0;4000.00 \c0;4000.00 \c0;4000.00 \c0;4005.00 \c0;4005.00 \c0;4005.00 \c0;4010.00 \c0;4010.00 \c0;4010.00 \c0;4010.00 \c0;4010.00 \c0;4015.00 \c0;4015.00 \c0;4015.00 \c0;4015.00 \c0;4020.00 \c0;4020.00 \c0;4020.00 \c0;4020.00 \c0;4020.00 \c0;4020.00 \c0;4020.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4025.00 \c0;4030.00 \c0;4030.00 \c0;4030.00 \c0;4030.00 \c0;4035.00 C:3 C:4 C:6 C:7 C:9 C:19 C:21 C:33 C:34 C:36 C:37 C:39 C:41 C:42 C:46 C:47 C:48 C:50 C:53 C:55 C:57 C:58 C:8 C:10 C:11 C:12 C:16 C:18 C:24 C:25 C:26 C:32 C:40 C:43 C:45 C:49 C:52 C:1 C:2 C:5 C:13 C:14 C:15 C:20 C:22 C:23 C:27 C:29 C:30 C:31 C:35 C:38 C:44 C:51 C:54 C:56 C:17 C:28 FIN DE LA TUBERIA HDPE \W0.77835; D=250 mm. KM:1+403.50 TIPO DE SECCION TIPO DE SECCION \W5.71806; TUBERIA HDPE D=200 mm \W9.42553; Km:0+000 - 1+000 1+621 \W6.21806; TUBERIA HDPE D=20 mm \W8.32566; km:1+000 - 1+403.50 40 20 0 Metros 1:1000 20 PUNTOS DE CONTROL Código original E2 E3 RM4 BM5 E1 Elevación 4034.363 4038.776 4007.187 3948.024 4047.000 Ordenada 8993735.1280 8993261.1490 8992914.0290 8992552.3920 8993705.0000 Abscisa 253955.1620 253729.5380 253474.9370 253543.2980 253902.0000 Margen Observaciones \C159;\c7222306;EH : 1/2000 EV : 1/200 \fTimes New Roman|b1|i0|c0|p18;\H0.95996x;\C256; \H0.99996x;\C6; \C256; izquierdo sobre piedra izquierdo sobre piedra izquierdo sobre piedra derecho sobre piedra derecho sobre piedra 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 1+620.00 1+640.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 1+620.00 1+640.00 ESC: 1/25 SIMBOLOGIA VOL. DE RELLENO VOL. DE CORTE Talud de Corte 0.5 1 Terreno Natural 5 15.99999999999818 5 5 5 5 ROCA FIJA 5 5 RELLENO CON MATERIAL PROPIO TUBERIA HDPE TIPO I-D=250mm TIPO II-D=200mm 0.40 0.10 0.50 TUBERIA HDPE TIPO I-D=250mm TIPO II-D=200mm \W2.15790; SECCION TIPICA CON \W2.49123; DADOS DE ANCLAJE ESC: 1/20 \W4.13409; SECCION TIPICA \C159;\c7222306;PLANO EN PLANTA 1/1000\fTimes New Roman|b1|i0|c0|p18;\H0.95992x;\C6; \C256; DESCRIPCION ZONA OCONAL LEYENDA SIMBOLOS FALLA GEOLOGICA CASA CAMINO HERRADURA RESERVORIO PROYECTADO ACEQUIA ZONA ROCOSA OJO DEL AGUA TRASBASE TERRENO CASCAJO CURVAS MAYORES CURVAS MENORES NORTE MAGNETICO BM. BM-1 ZONA DE ARBUSTO ZONA DESLIZABLE CAMARA CARGA PROYECTADA N DIBUJO: CODIGO : FECHA : ESCALA : OCTUBRE-2015 INDICADA PLANO: \W8.59148; CONSORCIO \W6.25385; V&J CONSULTING \W7.10932; \W3.56916; PROYECTO: \W3.72755; INSTALACION DEL SISTEMA DE IRRIGACION DEL CASERIO DE CANINACO, DISTRITO DE \W3.72755; SAN LUIS, PROVINCIA DE CARLOS FERMIN FITZCARRALD-ANCASH. REGION: PROVINCIA: DISTRITO: LOCALIDAD: Ing. REVISADO: Ing. APROBADO: ANCASH \W8.25088; \W6.28955; CARLOS FERMIN FITZCARRALD SAN LUIS CANINACO PPH - 01 \W8.81050; \W5.04956; SISTEMA DE RIEGO HUARUPAMPA \W5.28669; PLANTA Y PERFIL \W8.54956; 0+000Km - 1+000Km \C159;\c7222306;CARACTERÍSTICA HIDRÁULICA DEL CANAL DE CONDUCCIÓN DEL Km: 0+000 - 1+187.49\fTimes New Roman|b1|i0|c0|p18;\H0.95992x;\C256; N PPH - 01 CADISTA: Tco. Dominguez Hurtado Noe

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, canal, channel, characteristics, closed, dam, Design, DWG, hdpe, hydraulic, hydroelectric, inches, pipe, plant, profile

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