Design Of Dam Earth – DWG Plan for AutoCAD

Design Of Dam Earth – DWG Plan for AutoCAD

Plane cross sections of the dam axis; The sections are 100 m. Also it includes the floor plan of the dam.

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

elevation, distance, level terrain, level of foundation, natural terrain, the axis is in the plane of instrumentation to join one after the other making reference, design of a reservoir dam, date :, river chankay, region :, province :, scale :, district :, lamina :, location :, plane :, project :, ey st

Raw text data extracted from CAD file:

ELEVACION ELEVACION 0+200.00 1500 1520 1540 1560 1580 1600 1620 1500 1520 1540 1560 1580 1600 1620 DISTANCIA COTA TERRENO 300.00 200.00 100.00 0 100.00 200.00 300.00 1563.81 1565.36 1565.07 1559.77 1460 1480 1440 1440 1460 1480 400.00 1640 1640 \A1;13.00 \A1;5.00 \A1;5.00 \A1;4.00 \A1;4.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;718.00 \A1;5.00 \A1;1.00 \A1;8.00 \A1;285.00 \A1;420.00 \A1;141.00 \A1;346.78 \A1;208.29 \A1;1.50 \W3.04841; 1465 msnm 5 \W4.07233; Eje de la Presa 5.0 5.0 5 5 1 2 1 3 1 0.5 1 0.5 5 5.0 5.0 5.0 5.0 NAME = 1583.68 msnm NAMO = 1579.53 msnm N.A.Min = 1522.69 msnm Nivel de Fundación 285.0 420.0 718.0 5 \W2.41753; Dentellón <> 5 208.2917960675004 5 5 N. de Corona = 1602.60 msnm TERRENO NATURAL ELEVACION ELEVACION 0+100.00 1520 1540 1560 1580 1600 1620 1640 1520 1540 1560 1580 1600 1620 1640 DISTANCIA COTA TERRENO ELEVACION ELEVACION 0+200.00 1500 1520 1540 1560 1580 1600 1620 1500 1520 1540 1560 1580 1600 1620 DISTANCIA COTA TERRENO ELEVACION ELEVACION 0+300.00 1480 1500 1520 1540 1560 1580 1600 1620 1480 1500 1520 1540 1560 1580 1600 1620 DISTANCIA COTA TERRENO ELEVACION ELEVACION 0+400.00 1460 1480 1500 1520 1540 1560 1580 1600 1460 1480 1500 1520 1540 1560 1580 1600 DISTANCIA COTA TERRENO ELEVACION ELEVACION 0+500.00 1440 1460 1480 1500 1520 1540 1560 1580 1440 1460 1480 1500 1520 1540 1560 1580 DISTANCIA COTA TERRENO ELEVACION ELEVACION 0+600.00 1420 1440 1460 1480 1500 1520 1540 1560 1420 1440 1460 1480 1500 1520 1540 1560 DISTANCIA COTA TERRENO ELEVACION ELEVACION 0+700.00 1420 1440 1460 1480 1500 1520 1540 1560 1580 1600 1620 1640 1420 1440 1460 1480 1500 1520 1540 1560 1580 1600 1620 1640 DISTANCIA COTA TERRENO ELEVACION ELEVACION 0+800.00 1420 1440 1460 1480 1500 1520 1540 1560 1580 1600 1620 1640 1660 1680 1420 1440 1460 1480 1500 1520 1540 1560 1580 1600 1620 1640 1660 1680 DISTANCIA COTA TERRENO 300.00 200.00 100.00 0 100.00 200.00 300.00 1578.62 1580.32 1588.59 1591.34 300.00 200.00 100.00 0 100.00 200.00 300.00 1563.81 1565.36 1565.07 1559.77 300.00 200.00 100.00 0 100.00 200.00 300.00 1559.96 1555.85 1550.42 1547.72 1544.05 1536.31 300.00 200.00 100.00 0 100.00 200.00 300.00 1544.27 1541.73 1540.13 1535.63 1528.71 1529.97 1522.57 300.00 200.00 100.00 0 100.00 200.00 300.00 1524.70 1520.00 1522.10 1516.23 1508.64 1512.65 1513.51 300.00 200.00 100.00 0 100.00 200.00 300.00 1505.78 1498.11 1487.45 1486.43 1470.00 1480.00 1480.00 300.00 200.00 100.00 0 100.00 200.00 300.00 1460.00 1479.84 1507.25 1536.36 1557.77 1577.09 1553.55 300.00 200.00 100.00 0 100.00 200.00 300.00 1482.04 1520.35 1547.12 1597.95 1624.96 1624.65 1578.55 1460 1480 1440 1440 1460 1480 1440 1460 1480 1500 1440 1460 1480 1500 1440 1440 1440 1460 1440 1460 400.00 400.00 400.00 400.00 400.00 400.00 400.00 400.00 1640 1640 1600 1620 1640 1600 1620 1640 1620 1640 1620 1640 1640 1640 1580 1600 1620 1640 1580 1600 1620 1640 el eje esta en el plano de instrumentacion juntar unos despues del otro haciendo refencia BP: 0+000.00 EP: 0+911.47 0+000.00 0+100.00 0+200.00 0+300.00 0+400.00 0+500.00 0+600.00 0+700.00 0+800.00 0+900.00 0+911.47 1610.00 1620.00 1630.00 1640.00 1490.00 1500.00 1500.00 1500.00 1500.00 1510.00 1510.00 1510.00 1520.00 1520.00 1520.00 1530.00 1530.00 1530.00 1540.00 1540.00 1550.00 1550.00 1560.00 1560.00 1570.00 1570.00 1580.00 1580.00 1590.00 1590.00 1600.00 1600.00 1540.00 1530.00 1550.00 1560.00 1470.00 1480.00 1490.00 1500.00 1510.00 1520.00 1540.00 1550.00 1560.00 1570.00 1580.00 1590.00 1600.00 1610.00 1620.00 1630.00 1640.00 1570.00 1580.00 1590.00 1600.00 1460.00 1460.00 1470.00 1480.00 1490.00 1610.00 TERRENO NATURAL DISEÑO DE UNA PRESA DE EMBALSE 1/2500 FECHA: RIO CHANKAY Región: Provincia: ESCALA: Distrito: LAMINA: UBICACION: PLANO: PROYECTO: E y ST JUNIO - 2,015. EJE DE LA PRESA "EL POTRERO" - SECCIONES TRANSVERSALES

Language	Spanish
Drawing Type	Plan
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, axis, cross, dam, Design, DWG, earth, floor, hydroelectric, includes, plan, plane, sections