River Cairani, Peru–Topographical Survey, Volume Table DWG Block for AutoCAD

PlanContours – Profiles – volume table

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

sections, ng, slope, subgrade, terrain, mileage, volume table, station, fill area, cut area, vol fill, vol cut, acum vol rell, acum vol cut, dist.:, prov.:, drawing :, dept ., date :, scale :, plant profile and sections, address of urban development and public works, owner :, project :, description:, professional :, candarave, cairani, sheet :, tacna, indicated, jlqp, district municipality, responsible :, ing. diego armando quispe ortega, plant, profile

Raw text data extracted from CAD file:

ESCALA 1/250 SECCIONES N.G. N.G. N.G. 3613 3614 3616 3618 3620 3622 3624 3626 3628 3630 3632 3634 PENDIENTE SUBRASANTE TERRENO KILOMETRAJE 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+358.43 -5.48% GRADE BREAK STA = 0+000.00 ELEV = 3632.876 GRADE BREAK STA = 0+358.43 ELEV = 3613.242 1.00:1 1.00:1 -1.00:1 -1.00:1 1.00:1 1.00:1 -1.00:1 -1.00:1 Tabla de Volumenes Estacion 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+358.43 Area Relleno 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 Area Corte 5.89 5.79 5.58 5.34 4.93 5.23 4.41 4.10 3.72 4.00 3.45 3.42 3.68 3.94 5.25 4.92 5.21 5.47 Vol Relleno 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 Vol Corte 0.00 116.82 113.69 109.22 102.76 101.52 96.37 85.11 78.14 77.18 74.51 68.59 71.04 76.17 91.76 101.84 101.27 98.38 Acum Vol Rell 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 Acum Vol Corte 0.00 116.82 230.51 339.74 442.49 544.01 640.39 725.50 803.64 880.82 955.33 1023.92 1094.96 1171.13 1262.89 1364.73 1466.00 1564.38 S=-5.48% L=358.43 m. 3632.88 3632.60 3632.33 3632.05 3631.78 3631.51 3631.23 3630.96 3630.69 3630.41 3630.14 3629.86 3629.59 3629.32 3629.04 3628.77 3628.49 3628.22 3627.95 3627.67 3627.40 3627.12 3626.85 3626.58 3626.30 3626.03 3625.76 3625.48 3625.21 3624.93 3624.66 3624.39 3624.11 3623.84 3623.56 3623.29 3623.02 3622.74 3622.47 3622.19 3621.92 3621.65 3621.37 3621.10 3620.83 3620.55 3620.28 3620.00 3619.73 3619.46 3619.18 3618.91 3618.63 3618.36 3618.09 3617.81 3617.54 3617.26 3616.99 3616.72 3616.44 3616.17 3615.90 3615.62 3615.35 3615.07 3614.80 3614.53 3614.25 3613.98 3613.70 3613.43 3613.24 3633.98 3633.67 3633.36 3633.05 3632.75 3632.44 3632.12 3631.83 3631.65 3631.31 3631.03 3630.76 3630.46 3630.17 3629.92 3629.56 3629.39 3629.07 3628.76 3628.46 3628.17 3627.90 3627.61 3627.42 3627.09 3626.79 3626.51 3626.22 3625.94 3625.67 3625.38 3625.10 3624.81 3624.52 3624.23 3623.93 3623.61 3623.34 3623.14 3622.75 3622.59 3622.26 3622.02 3621.75 3621.43 3621.11 3620.77 3620.51 3620.24 3619.98 3619.72 3619.45 3619.19 3618.93 3618.67 3618.40 3618.14 3617.89 3617.75 3617.71 3617.31 3616.93 3616.66 3616.40 3616.13 3615.87 3615.61 3615.34 3615.08 3614.83 3614.57 3614.31 3614.14 0+005 0+010 0+015 0+020 0+025 0+030 0+035 0+040 0+045 0+050 0+055 0+060 0+065 0+070 0+075 0+080 0+085 0+090 0+095 0+100 0+105 0+110 0+115 0+120 0+125 0+130 0+135 0+140 0+145 0+150 0+155 0+160 0+165 0+170 0+175 0+180 0+185 0+190 0+195 0+200 0+205 0+210 0+215 0+220 0+225 0+230 0+235 0+240 0+245 0+250 0+255 0+260 0+265 0+270 0+275 0+280 0+285 0+290 0+295 0+300 0+305 0+310 0+315 0+320 0+325 0+330 0+335 0+340 0+345 0+350 0+355 3615.00 3620.00 3625.00 3630.00 3635.00 3640.00 3625.00 3630.00 3635.00 3640.00 3645.00 3650.00 3655.00 E:358000 N:8094400 E:358100 N:8094400 E:358200 N:8094400 E:358300 N:8094400 E:358386 N:8094400 E:358300 N:8094300 E:358386 N:8094300 E:358200 N:8094300 E:358100 N:8094300 E:358000 N:8094300 E:358000 N:8094200 E:358100 N:8094200 E:358200 N:8094200 E:358300 N:8094200 E:358386 N:8094200 E:358386 N:8094100 E:358300 N:8094100 E:358300 N:8094000 E:358200 N:8094000 E:358200 N:8094100 E:358100 N:8094100 E:358000 N:8094100 E:358100 N:8094000 0+020.00 3630 3631 3632 3633 3634 0 5 10 0 -5 -10 0+040.00 3629 3630 3631 3632 3633 0 5 10 0 -5 -10 0+060.00 3628 3629 3630 3631 3632 0 5 10 0 -5 -10 0+080.00 3627 3628 3629 3630 3631 0 5 10 0 -5 -10 0+100.00 3626 3627 3628 3629 3630 0 5 10 0 -5 -10 0+120.00 3625 3626 3627 3628 0 5 10 0 -5 -10 0+140.00 3624 3625 3626 3627 0 5 10 0 -5 -10 0+160.00 3623 3624 3625 3626 0 5 10 0 -5 -10 0+180.00 3622 3623 3624 3625 0 5 10 0 -5 -10 0+200.00 3620 3621 3622 3623 3624 0 5 10 0 -5 -10 0+220.00 3619 3620 3621 3622 3623 0 5 10 0 -5 -10 0+240.00 3618 3619 3620 3621 3622 0 5 10 0 -5 -10 0+260.00 3617 3618 3619 3620 3621 0 5 10 0 -5 -10 0+280.00 3616 3617 3618 3619 0 5 10 0 -5 -10 0+300.00 3615 3616 3617 3618 3619 0 5 10 0 -5 -10 0+320.00 3614 3615 3616 3617 0 5 10 0 -5 -10 0+340.00 3613 3614 3615 3616 0 5 10 0 -5 -10 0+358.43 3612 3613 3614 3615 0 5 10 0 -5 -10 Dist.: PROV.: DIBUJO: DPTO. FECHA: ESCALA: PLANTA PERFIL Y SECCIONES DIRECCION DE DESARROLLO URBANO Y OBRAS PÚBLICAS PROPIETARIO: PROYECTO: DESCRIPCION: PROFESIONAL: Candarave CAIRANI LAMINA: Tacna FEB 2013 INDICADA “ENCAUZAMIENTO DEL RIO CAIRANI” JLQP MUNICIPALIDAD DISTRITAL DE CAIRANI Responsable: ING. DIEGO ARMANDO QUISPE ORTEGA PP1 ESCALA 1/1000 PLANTA PERFIL H: 1/1000 V: 1/200