Gabions Cantilever 3D DWG Model for AutoCAD

Model 3D – no textures

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

project dimensions, land elevations, land distances, chainage, natural surface, height, partial chn, projected shaft, existing axis, demolition area, partial distances, accumulated distances, natural pitch, profile, reinforced concrete support, drawing gauze, galvanized mesh gabions with twisted mesh, compacted packing from ballast, iptana, tana, sc com – axle srl, partial, distance, elevation, offset, digging line, geotextile, raw stone filling, galvanized mesh anchors, elevation hydrographic elevations, elevation points, tallow lines, lineage line, left bank line, upstream , downstream, downstream threshold, eng. c.palan, verified, o. chelza, chief project complex, design phase, hydrotechnical works, code: ipt-h-, date: hydro, engineering, sub-project, and national roads in romania, the national highway company, cnadnr his, general designer, investment, d.r.d.p. – iasi, beneficiary, location, county covasna, vrancea county, eng. c-tin. mana, ing., lacquer, profile, transversal

Raw text data extracted from CAD file:

0.00 5.23 17.11 43.88 65.27 91.32 106.74 118.71 135.91 176.23 234.31 260.33 303.78 348.45 369.67 391.60 N E S W N A 66.7% 0.9% 0.9% 0.9% 0.9% 0.9% 0.9% 66.7% 0.3% 66.7% 6.0% 6.0% 6.0% 6.0% 6.0% 6.0% Plan de ref.=295.00 Km=44+798.676 Cote proiect Distante proiect Cote teren Distante teren 302.62 302.62 302.88 302.91 302.94 303.39 303.60 303.63 303.66 -10.00 -8.89 -8.50 -8.00 -7.50 -0.00 3.50 4.00 4.50 302.64 302.64 302.52 302.59 302.56 302.57 302.62 302.67 302.68 302.69 302.70 302.75 302.75 302.71 302.74 302.78 302.49 302.29 302.10 301.54 296.72 296.27 295.48 -16.38 -16.28 -13.38 -12.22 -10.74 -10.65 -8.68 -6.65 -6.52 -5.27 -5.17 -3.24 -3.14 -2.09 -1.85 -1.40 -1.10 -0.66 -0.44 0.50 8.42 13.64 14.14 66.7% 3.5% 3.5% 3.5% 3.5% 3.5% 3.5% Plan de ref.=297.00 Km=44+814.550 Cote proiect Distante proiect Cote teren Distante teren 301.46 301.86 301.87 301.89 302.15 302.27 302.29 302.31 -9.10 -8.50 -8.00 -7.50 0.00 3.50 4.00 4.50 302.94 301.82 301.82 301.45 301.47 301.46 301.46 301.47 301.50 301.50 301.53 301.53 301.59 301.59 301.57 301.52 301.49 300.64 297.59 299.07 299.10 -17.16 -12.93 -12.77 -9.68 -8.51 -8.28 -6.17 -5.97 -4.15 -4.08 -2.56 -2.48 -0.96 -0.69 1.10 1.18 1.55 2.56 9.79 12.37 12.96 66.7% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 66.7% Plan de ref.=298.00 Km=44+828.222 Cote proiect Distante proiect Cote teren Distante teren 300.59 301.09 301.10 301.10 301.18 301.23 301.23 301.24 299.63 -7.57 -6.82 -6.32 -5.82 -0.00 4.01 4.51 5.01 7.42 300.92 300.70 300.69 300.48 300.48 300.50 300.50 300.52 300.52 300.52 300.53 300.53 300.58 300.58 300.53 300.15 299.47 300.63 299.91 299.12 -9.09 -8.58 -8.37 -6.78 -6.70 -5.65 -5.56 -3.82 -2.02 -1.89 -0.49 -0.19 1.32 1.51 2.97 3.52 8.61 8.98 9.42 12.61 Plan de ref.=296.00 Km=44+842.145 Cote proiect Distante proiect Cote teren Distante teren 299.76 300.25 300.25 300.24 300.21 300.16 300.15 300.15 297.93 -5.24 -4.50 -4.00 -3.50 0.00 5.61 6.11 6.61 9.93 299.89 299.78 299.78 299.73 299.80 299.79 299.77 299.75 299.74 299.75 299.73 299.72 299.72 299.71 299.69 299.61 299.60 299.22 299.09 298.74 298.71 -7.93 -6.41 -6.24 -5.94 -4.25 -3.83 -2.54 -1.46 -0.86 -0.36 -0.32 0.69 2.11 2.27 2.52 3.55 3.94 4.28 4.73 5.38 5.73 66.7% 3.2% 3.2% 3.2% 3.2% 3.2% 3.2% Plan de ref.=295.00 Km=44+855.968 Cote proiect Distante proiect Cote teren Distante teren 299.42 299.50 299.48 299.47 299.36 299.17 299.16 299.14 -4.61 -4.50 -4.00 -3.50 0.00 5.80 6.30 6.80 302.34 301.99 301.28 299.57 299.33 299.33 299.31 299.44 299.43 299.34 299.33 299.23 299.22 299.18 299.17 299.14 299.13 299.08 299.07 299.05 299.19 299.11 298.65 298.10 295.65 295.48 -12.85 -12.17 -10.45 -6.97 -6.18 -5.94 -5.76 -4.88 -4.72 -3.53 -3.33 -1.95 -1.77 -0.04 0.11 1.44 1.61 3.16 3.29 4.06 4.71 4.83 5.91 7.09 11.62 14.54 66.7% 0.0% 50.0% 5.4% 5.4% 5.4% 5.4% 5.4% 5.4% Plan de ref.=292.00 Km=44+870.077 Cote proiect Distante proiect Cote teren Distante teren 299.05 298.93 298.93 298.63 298.93 298.90 298.87 298.68 298.37 298.34 298.31 -6.09 -5.90 -5.40 -5.10 -4.50 -4.00 -3.50 0.00 5.80 6.30 6.80 299.28 299.26 299.26 299.23 299.13 299.08 298.94 298.94 298.82 298.78 298.68 298.67 298.58 298.56 298.49 298.47 298.39 297.82 293.33 292.79 293.30 -10.49 -9.99 -9.57 -9.21 -7.75 -6.40 -4.76 -4.23 -2.07 -1.67 -0.03 0.15 1.45 1.68 3.04 3.13 4.04 4.95 12.59 14.55 15.04 \A1;78.9041° -489256.5758208011 \A1;93.7755° -489240.7017074793 66.7% 5.9% 5.9% 5.9% 5.9% 5.9% 5.9% Plan de ref.=292.00 Km=44+881.598 Cote proiect Distante proiect Cote teren Distante teren 298.38 298.55 298.52 298.49 298.28 297.94 297.91 297.88 -4.75 -4.50 -4.00 -3.50 -0.00 5.80 6.30 6.80 297.60 297.40 297.93 298.40 298.37 298.41 298.38 298.25 298.25 298.16 298.16 298.08 298.08 297.98 297.97 298.00 297.88 296.94 296.92 294.93 -8.73 -7.94 -7.06 -6.24 -4.14 -3.81 -3.72 -1.94 -1.77 -0.51 -0.35 0.93 1.15 2.71 2.81 3.47 3.97 4.44 4.51 10.32 66.7% 4.1% 4.1% 4.1% 4.1% 4.1% 4.1% Plan de ref.=290.00 Km=44+893.869 Cote proiect Distante proiect Cote teren Distante teren 297.60 298.18 298.16 298.14 298.00 297.76 297.74 297.72 -5.38 -4.50 -4.00 -3.50 -0.00 5.80 6.30 6.80 292.03 294.94 295.51 295.92 297.50 297.59 297.70 297.70 297.85 297.64 297.64 297.65 297.63 297.63 297.62 297.61 297.73 297.60 297.62 291.35 291.37 -14.30 -9.71 -8.79 -8.16 -5.62 -5.45 -4.56 -4.50 -2.84 -2.20 -1.77 -0.52 0.65 0.96 2.43 2.79 2.84 3.68 3.92 4.08 5.89 KM.44 Chainage HzSc 1:1000 VtSc 1:100 Natural surface Height Partial chn 278.000 0.00 294.425 5.23 291.975 5.23 17.12 290.964 11.89 48.33 290.314 31.21 65.27 290.234 16.94 91.32 289.630 26.05 106.75 289.404 15.42 118.72 289.286 11.97 135.92 289.311 17.20 176.24 286.331 40.32 Longitudinal section between 0.00 and 391.60 234.31 286.314 58.08 260.33 283.583 26.02 303.79 283.282 43.45 348.45 281.307 44.67 369.68 281.300 21.23 391.60 280.873 21.92 5 1:5 -1.0 2:3 5 -1.0 -1.0 5 -1.0 2.5% 66.7% 7.0% 7.0% 7.0% 7.0% 7.0% 7.0% 66.7% Plan de ref.=300.00 Km=44+783.807 Cote proiect Distante proiect Cote teren Distante teren 303.37 303.36 304.05 304.08 304.12 304.64 304.89 304.92 304.96 302.93 -10.00 -9.53 -8.50 -8.00 -7.50 -0.00 3.50 4.00 4.50 7.55 303.35 303.12 303.13 303.23 303.20 303.27 303.37 303.44 303.57 303.62 303.75 303.77 303.87 303.89 303.99 304.01 304.06 304.75 305.08 304.20 303.80 303.56 303.56 302.43 -18.39 -16.60 -16.54 -14.46 -11.45 -10.23 -9.49 -8.73 -7.05 -6.45 -4.58 -4.31 -2.55 -2.26 -0.55 -0.41 1.91 1.97 2.43 2.80 2.96 3.92 3.97 10.35 \A1;80 \A1;~10.00 \A1;3.00 \A1;2.00 \A1;1.12 \A1;6.75 \A1;5.55 \A1;1.20 \A1;2.00 \A1;2.52 \A1;6.50 \A1;5.47 \A1;5.37 \A1;20 \A1;1.20 \A1;3.90 \A1;25 \A1;1.50 \A1;5.80 \A1;34 \A1;25 \A1;1.50 5 297.35 5 297.90 5 297.55 1% 4 297.53 D 5 B 2.0% 5 297.65 Ax proiectat Ax existent 5 5 297.73 1% 297.54 5 298.09 5 297.74 5 5 5 5 5 296.59 x 5 Zona de demolare 295.36 296.56 296.61 x x 296.65 296.63 x x x x x x 295.47 295.74 x 296.67 296.69 296.71 x x x x x x x x ~290.00 5 5 5 5 ~287.00 D 5 B 5 296.75 x x x 296.73 x x x 5 295.55 5 5 5 5 5 5 5 \A1;.25 \A1;1.20 \A1;1.95 \A1;2.20 \A1;3.65 \A1;7.45 \A1;5.00 5 5 -1.0 5 S=8.60 S=9.60 -1.0 \A1;80 \A1;50 \A1;2.20 \A1;90 \A1;3.90 Distante partiale Distante cumulate Cote talveg natural Cote nivel apa Q2% Profil 60.00 Cote teren mal stang \A1;L=181m, i=2% Distante partiale Distante cumulate Cote talveg natural Cote nivel apa Q2% Profil 60.00 Cote teren mal stang 37.74 5.63 21.36 5.00 6.17 43.96 37.29 0.00 186.58 232.13 238.3 197.85 227.13 282.36 319.55 Pa 7.92 PL4 PL5 PL5′ Pd Pe PL6 PL7 Pf 69.19 69.04 68.65 68.58 68.50 67.91 67.41 71.69 68.69 205.77 73.57 70.83 69.97 70.83 192.21 PL4′ 69.13 5.63 72.87 69.67 69.65 69.64 70.98 69.64 69.20 69.73 69.13 69.44 69.06 68.00 68.80 67.41 68.12 -376927.9444025352 \A1;5.00 \A1;.90 \A1;5.90 \A1;4.00 \A1;1.00 \A1;.70 \A1;1.00 \A1;3.20 \A1;.90 \A1;.90 \A1;1.00 \A1;.50 \A1;4.20 \A1;6.20 \A1;1.00 \A1;8.00 \A1;9.00 \A1;1.00 \A1;1.00 \A1;.30 Zid de sprijin din beton armat -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 -489319.272613576 3:2 Pct.de trasareA -489319.272613576 -489319.272613576 Gabioane din plasa zincata cu ochiuri dublu rasucite Umplutura compactata din balast -489319.272613576 -489319.272613576 -489319.272613576 \A1;5.00 \A1;.90 \A1;5.90 \A1;4.00 \A1;1.00 \A1;.70 \A1;1.00 \A1;3.20 \A1;.90 \A1;.90 \A1;1.00 \A1;.50 \A1;4.20 \A1;6.20 \A1;1.00 \A1;8.00 \A1;9.00 \A1;1.00 \A1;1.00 \A1;.30 Zid de sprijin din beton armat -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 -489324.5879967035 3:2 Pct.de trasareA -489324.5879967035 -489324.5879967035 Gabioane din plasa zincata cu ochiuri dublu rasucite Umplutura compactata din balast -489324.5879967035 -489324.5879967035 -489324.5879967035 IPTANA S.A. TANA S.C. COM – AXA S.R.L. \A1;1.20 \A1;5.37 \A1;2.00 \A1;1.20 \A1;Zid de sprijin tip cornier cu pinten tip1,L=42m \A1;Zid de sprijin de tip cornier cu pinten tip2,L=39m \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;5.00 \A1;.90 \A1;5.00 \A1;.90 \A1;1.50 \A1;1.50 \A1;1.50 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;5.00 \A1;.90 \A1;.90 \A1;1.50 \A1;5.00 \A1;.90 \A1;5.00 \A1;.90 \A1;5.00 \A1;.90 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;.25 \A1;.25 \A1;.25 \A1;14.00 \A1;14.00 \A1;14.00 \A1;2.00 \A1;2.00 \A1;4.00 \A1;31.00 \A1;2.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;11.00 \A1;13.75 \A1;2.00 \A1;4.00 \A1;1.00 \A1;.70 \A1;1.00 \A1;3.20 \A1;4.20 \A1;6.20 \A1;8.00 \A1;13.00 \A1;1.00 \A1;1.00 \A1;.30 \A1;3.50 \A1;.25 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.50 \A1;.50 \A1;.75 \A1;5.00 \A1;.90 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.69 \A1;6.80 \A1;6.69 \A1;13.49 \A1;1.00 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.90 PARTIALA DISTANTA COTA VtSc 1:100 HzSc 1:100 OFSET Kilometrul 0+005.23 289.000 3.40 298.54 23.16 4.84 296.30 19.76 8.32 296.24 14.90 0.30 293.28 6.58 1.92 292.14 6.28 4.36 292.04 4.36 4.42 291.98 0.00 3.60 291.96 -4.42 0.14 291.94 -8.02 0.92 291.98 -8.18 2.70 294.42 -9.10 4.22 295.04 -11.80 7.54 297.18 -16.02 0.80 302.58 -23.56 0.10 302.92 -24.36 0.96 302.84 -24.46 4.10 302.70 -25.44 4.32 302.56 -29.54 4.40 302.44 -33.86 1.74 302.76 -38.26 303.10 -40.00 -978652.4279500135 -978652.4279500135 66.7% PROFIL TRANSVERSAL 1-1 Scara: 1:100 Zid de sprijin din beton armat TIP1 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 3:2 Pct.de trasareA -978652.4279500135 -978652.4279500135 Gabioane din plasa zincata cu ochiuri dublu rasucite -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 Barbacacana din PVC d80mm cu filtru geotextil legat cu sarma moale -978652.4279500135 291.98 296.98 301.98 -978652.4279500135 Umplutura compactata din balast Umplutura compactata din balast Zidarie din piatra bruta(20cm) 5% Beton de egalizare(10cm) 300.98 299.98 Linie sapatura -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 297.98 298.98 -978652.4279500135 -978652.4279500135 -978652.4279500135 Ax drum DN2D -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 303.67 -978652.4279500135 -978652.4279500135 -978652.4279500135 Geotextil Umplutura din piatra bruta -978652.4279500135 -978652.4279500135 Ancoraje din plasa zincata -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 -978652.4279500135 \A1;11.00 \A1;13.75 \A1;2.00 \A1;4.00 \A1;1.00 \A1;.70 \A1;1.00 \A1;3.20 \A1;4.20 \A1;6.20 \A1;8.00 \A1;13.00 \A1;1.00 \A1;1.00 \A1;.30 \A1;3.50 \A1;.25 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.50 \A1;.50 \A1;.75 \A1;5.00 \A1;.90 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.69 \A1;6.80 \A1;6.69 \A1;13.49 \A1;1.00 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.90 PARTIALA DISTANTA COTA VtSc 1:100 HzSc 1:100 OFSET Kilometrul 0+005.23 289.000 3.40 298.54 23.16 4.84 296.30 19.76 8.32 296.24 14.90 0.30 293.28 6.58 1.92 292.14 6.28 4.36 292.04 4.36 4.42 291.98 0.00 3.60 291.96 -4.42 0.14 291.94 -8.02 0.92 291.98 -8.18 2.70 294.42 -9.10 4.22 295.04 -11.80 7.54 297.18 -16.02 0.80 302.58 -23.56 0.10 302.92 -24.36 0.96 302.84 -24.46 4.10 302.70 -25.44 4.32 302.56 -29.54 4.40 302.44 -33.86 1.74 302.76 -38.26 303.10 -40.00 -978652.4279936866 -978652.4279936866 66.7% PROFIL TRANSVERSAL 1-1 Scara: 1:100 Zid de sprijin din beton armat TIP1 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 3:2 Pct.de trasareA -978652.4279936866 -978652.4279936866 Gabioane din plasa zincata cu ochiuri dublu rasucite -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 Barbacacana din PVC d80mm cu filtru geotextil legat cu sarma moale -978652.4279936866 291.98 296.98 301.98 -978652.4279936866 Umplutura compactata din balast Umplutura compactata din balast Zidarie din piatra bruta(20cm) 5% Beton de egalizare(10cm) 300.98 299.98 Linie sapatura -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 297.98 298.98 -978652.4279936866 -978652.4279936866 -978652.4279936866 Ax drum DN2D -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 303.67 -978652.4279936866 -978652.4279936866 -978652.4279936866 Geotextil Umplutura din piatra bruta -978652.4279936866 -978652.4279936866 Ancoraje din plasa zincata -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 \A1;11.00 \A1;13.75 \A1;2.00 \A1;4.00 \A1;1.00 \A1;.70 \A1;1.00 \A1;3.20 \A1;4.20 \A1;6.20 \A1;8.00 \A1;13.00 \A1;1.00 \A1;1.00 \A1;.30 \A1;3.50 \A1;.25 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.50 \A1;.50 \A1;.75 \A1;5.00 \A1;.90 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.69 \A1;6.80 \A1;6.69 \A1;13.49 \A1;1.00 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.90 PARTIALA DISTANTA COTA VtSc 1:100 HzSc 1:100 OFSET Kilometrul 0+005.23 289.000 3.40 298.54 23.16 4.84 296.30 19.76 8.32 296.24 14.90 0.30 293.28 6.58 1.92 292.14 6.28 4.36 292.04 4.36 4.42 291.98 0.00 3.60 291.96 -4.42 0.14 291.94 -8.02 0.92 291.98 -8.18 2.70 294.42 -9.10 4.22 295.04 -11.80 7.54 297.18 -16.02 0.80 302.58 -23.56 0.10 302.92 -24.36 0.96 302.84 -24.46 4.10 302.70 -25.44 4.32 302.56 -29.54 4.40 302.44 -33.86 1.74 302.76 -38.26 303.10 -40.00 -978652.4279936866 -978652.4279936866 66.7% PROFIL TRANSVERSAL 1-1 Scara: 1:100 Zid de sprijin din beton armat TIP1 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 3:2 Pct.de trasareA -978652.4279936866 -978652.4279936866 Gabioane din plasa zincata cu ochiuri dublu rasucite -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 Barbacacana din PVC d80mm cu filtru geotextil legat cu sarma moale -978652.4279936866 291.98 296.98 301.98 -978652.4279936866 Umplutura compactata din balast Umplutura compactata din balast Zidarie din piatra bruta(20cm) 5% Beton de egalizare(10cm) 300.98 299.98 Linie sapatura -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 297.98 298.98 -978652.4279936866 -978652.4279936866 -978652.4279936866 Ax drum DN2D -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 303.67 -978652.4279936866 -978652.4279936866 -978652.4279936866 Geotextil Umplutura din piatra bruta -978652.4279936866 -978652.4279936866 Ancoraje din plasa zincata -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 -978652.4279936866 \A1;11.00 \A1;2.00 \A1;4.00 \A1;1.00 \A1;.70 \A1;1.00 \A1;3.20 \A1;4.20 \A1;6.20 \A1;8.00 \A1;13.00 \A1;1.00 \A1;1.00 \A1;.30 \A1;3.50 \A1;13.75 \A1;.25 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;5.00 \A1;.90 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.69 \A1;6.80 \A1;6.69 \A1;13.49 \A1;1.00 \A1;.50 \A1;.50 \A1;.90 \A1;.50 \A1;.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.50 \A1;.50 \A1;.75 \A1;.50 \A1;.50 \A1;11.00 \A1;.50 \A1;.50 \A1;.75 \A1;13.75 \A1;.90 \A1;4.00 \A1;1.00 \A1;3.20 \A1;1.00 \A1;.50 \A1;4.20 \A1;6.20 \A1;8.00 \A1;13.00 \A1;1.00 \A1;1.00 \A1;5.00 \A1;6.80 \A1;.70 \A1;1.00 \A1;.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.34 \A1;6.34 \A1;13.14 \A1;3.50 \A1;.25 \A1;1.00 \A1;.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.90 \A1;1.00 \A1;1.00 \A1;13.75 \A1;7.50 \A1;3.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.75 \A1;.70 \A1;1.00 \A1;.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.00 \A1;1.00 \A1;3.20 \A1;4.20 \A1;6.20 \A1;8.00 \A1;13.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.50 \A1;.50 \A1;.90 \A1;6.80 \A1;.25 \A1;3.50 \A1;.90 \A1;5.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.43 \A1;6.43 \A1;13.23 \A1;.50 \A1;.50 \A1;7.50 \A1;3.50 \A1;.50 \A1;.50 \A1;.75 \A1;13.75 \A1;.50 \A1;.70 \A1;1.00 \A1;.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.00 \A1;1.00 \A1;3.20 \A1;1.00 \A1;.50 \A1;4.20 \A1;6.20 \A1;8.00 \A1;13.00 \A1;1.00 \A1;1.00 \A1;1.33 \A1;5.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;6.43 \A1;13.23 \A1;6.80 \A1;.90 \A1;.90 \A1;3.50 \A1;.25 \A1;4.00 \A1;1.00 \A1;3.20 \A1;1.00 \A1;.50 \A1;4.20 \A1;6.20 \A1;8.00 \A1;12.00 \A1;1.00 \A1;.70 \A1;1.00 \A1;.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.50 \A1;.50 \A1;5.82 \A1;4.01 \A1;.50 \A1;.50 \A1;.75 \A1;12.58 \A1;.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;5.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;5.26 \A1;12.06 \A1;6.80 \A1;.90 \A1;.90 \A1;1.26 \A1;.25 \A1;3.50 \A1;1.00 \A1;.50 \A1;.50 \A1;5.82 \A1;12.58 \A1;4.01 \A1;.50 \A1;.50 \A1;.75 \A1;8.00 \A1;1.00 \A1;4.20 \A1;.40 \A1;.90 \A1;5.00 \A1;1.00 \A1;1.00 \A1;3.27 \A1;.25 \A1;3.50 \A1;6.30 \A1;5.27 \A1;.70 \A1;1.00 \A1;.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.28 \A1;.40 \A1;1.52 \A1;1.00 \A1;.50 \A1;.50 \A1;3.50 \A1;5.61 \A1;.75 \A1;.50 \A1;.50 \A1;11.86 \A1;4.20 \A1;.70 \A1;.30 \A1;.40 \A1;.90 \A1;5.00 \A1;5.09 \A1;6.30 \A1;11.39 \A1;.25 \A1;3.50 \A1;.28 \A1;.40 \A1;1.00 \A1;1.52 \A1;.50 \A1;.50 \A1;3.50 \A1;5.80 \A1;.50 \A1;.50 \A1;.75 \A1;1.00 \A1;4.20 \A1;.70 \A1;.30 \A1;1.00 \A1;12.05 \A1;.40 \A1;.90 \A1;5.00 \A1;6.30 \A1;10.44 \A1;.25 \A1;3.50 \A1;4.14 \A1;.28 \A1;.40 \A1;1.52 PARTIALA DISTANTA COTA VtSc 1:100 HzSc 1:100 OFSET Kilometrul 0+005.23 289.000 3.40 298.54 23.16 4.84 296.30 19.76 8.32 296.24 14.90 0.30 293.28 6.58 1.92 292.14 6.28 4.36 292.04 4.36 4.42 291.98 0.00 3.60 291.96 -4.42 0.14 291.94 -8.02 0.92 291.98 -8.18 2.70 294.42 -9.10 4.22 295.04 -11.80 7.54 297.18 -16.02 0.80 302.58 -23.56 0.10 302.92 -24.36 0.96 302.84 -24.46 4.10 302.70 -25.44 4.32 302.56 -29.54 4.40 302.44 -33.86 1.74 302.76 -38.26 303.10 -40.00 -488903.8290493694 -488903.8290493694 66.7% PROFIL TRANSVERSAL 1-1 Scara: 1:100 Zid de sprijin din beton armat TIP1 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 3:2 Pct.de trasareA -488903.8290493694 -488903.8290493694 Gabioane din plasa zincata cu ochiuri dublu rasucite -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 Barbacacana din PVC d80mm cu filtru geotextil legat cu sarma moale -488903.8290493694 291.98 296.98 301.98 -488903.8290493694 Umplutura compactata din balast Umplutura compactata din balast Zidarie din piatra bruta(20cm) 5% Beton de egalizare(10cm) 300.98 299.98 Linie sapatura -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 297.98 298.98 -488903.8290493694 -488903.8290493694 -488903.8290493694 Ax drum DN2D -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 303.67 -488903.8290493694 -488903.8290493694 -488903.8290493694 Geotextil Umplutura din piatra bruta -488903.8290493694 -488903.8290493694 Ancoraje din plasa zincata -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 -488903.8290493694 PARTIALA DISTANTA COTA VtSc 1:100 HzSc 1:100 OFSET Kilometrul 0+017.12 288.000 4.42 296.60 28.16 3.38 295.30 23.72 0.70 295.00 20.34 2.50 294.96 19.66 3.98 293.10 17.16 2.82 291.62 13.18 2.06 291.52 10.36 5.54 291.02 8.30 2.20 291.20 2.76 0.56 291.06 0.56 0.82 290.96 0.00 4.88 291.04 -0.82 0.84 291.56 -5.70 0.38 293.94 -6.54 6.56 293.96 -6.92 6.94 297.04 -13.48 1.24 301.84 -20.42 4.28 301.98 -21.68 4.04 301.74 -25.96 3.96 301.62 -30.00 301.90 -33.96 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 66.7% PROFIL TRANSVERSAL 2-2 Scara: 1:100 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 3:2 -488853.9631699485 -488853.9631699485 Gabioane din plasa zincata cu ochiuri dublu rasucite -488853.9631699485 -488853.9631699485 290.98 295.98 300.98 -488853.9631699485 -488853.9631699485 Umplutura compactata din balast 5% Umplutura compactata din balast 3:2 299.98 298.98 297.98 Linie sapatura Zid de sprijin din beton armat TIP1 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 Gabioane din plasa zincata cu ochiuri dublu rasucite -488853.9631699485 Barbacacana din PVC d80mm cu filtru geotextil legat cu sarma moale Beton de egalizare(10cm) 296.98 Ax drum DN2D -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 302.32 Pct.de trasareA -488853.9631699485 -488853.9631699485 Umplutura din piatra bruta Geotextil -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 Ancoraje din plasa zincata -488853.9631699485 -488853.9631699485 -488853.9631699485 -488853.9631699485 Zidarie din piatra bruta(20cm) PARTIALA DISTANTA COTA VtSc 1:100 HzSc 1:100 OFSET Kilometrul 0+023.83 288.000 4.51 294.82 22.41 3.98 294.62 17.9 2.80 292.01 15.92 2.07 291.60 11.94 5.91 291.50 9.14 1.16 290.98 1.16 1.41 290.92 0.00 5.82 290.87 -1.41 0.84 292.05 -7.23 0.38 293.97 -8.07 6.43 293.99 -8.45 5.99 296.83 -14.88 1.45 301.77 -20.87 4.35 301.86 -22.32 4.10 301.61 -26.67 3.91 301.099 301.88 291.01 7.07 1.98 -30.77 -34.68 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 66.7% PROFIL TRANSVERSAL 3-3 Scara: 1:100 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 3:2 -488807.0492705939 -488807.0492705939 Gabioane din plasa zincata cu ochiuri dublu rasucite -488807.0492705939 -488807.0492705939 -488807.0492705939 290.98 295.98 300.98 Umplutura compactata din balast 5% Umplutura compactata din balast 3:2 299.98 298.98 297.98 Linie sapatura Zid de sprijin din beton armat TIP1 -488807.0492705939 -488807.0492705939 Gabioane din plasa zincata cu ochiuri dublu rasucite -488807.0492705939 Barbacacana din PVC d80mm cu filtru geotextil legat cu sarma moale Beton de egalizare(10cm) -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 296.98 Pct.de trasareA -488807.0492705939 Umplutura din piatra bruta Ax drum DN2D -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 302.31 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 Ancoraje din plasa zincata -488807.0492705939 -488807.0492705939 -488807.0492705939 -488807.0492705939 Zidarie din piatra bruta(20cm) Geotextil PARTIALA DISTANTA COTA VtSc 1:100 HzSc 1:100 OFSET Kilometrul 0+029.6 288.000 4.39 294.29 20.67 293.87 16.28 14.61 1.91 6.55 290.82 -1.91 0.44 292.07 -8.46 0.78 293.536 -8.09 5.60 293.533 -9.68 296.57 -16.09 301.301 -22.41 4.32 301.378 -23.33 4.02 301.187 -27.65 3.45 301.088 301.74 290.92 1.67 -31.67 -35.12 301.223 -21.69 0.72 0.92 6.41 290.80 -0.00 1.67 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 66.7% PROFIL TRANSVERSAL 4-4 Scara: 1:100 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 3:2 -488753.3598188622 -488753.3598188622 Gabioane din plasa zincata cu ochiuri dublu rasucite -488753.3598188622 -488753.3598188622 290.98 295.98 300.98 -488753.3598188622 Umplutura compactata din balast 5% Umplutura compactata din balast Linie sapatura Zid de sprijin din beton armat TIP1 -488753.3598188622 -488753.3598188622 Gabioane din plasa zincata cu ochiuri dublu rasucite -488753.3598188622 Barbacacana din PVC d80mm cu filtru geotextil legat cu sarma moale Beton de egalizare(10cm) -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 299.98 298.98 297.98 296.98 Pct.de trasareA -488753.3598188622 -488753.3598188622 Umplutura din piatra bruta Ax drum DN2D -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 302.31 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 -488753.3598188622 Zidarie din piatra bruta(20cm) Ancoraje din plasa zincata Geotextil PARTIALA DISTANTA COTA VtSc 1:100 HzSc 1:100 OFSET Kilometrul 0+035.34 288.000 9.89 292.88 20.67 290.71 16.28 11.65 2.92 8.37 290.66 -1.91 290.60 -8.46 0.23 292.698 -8.09 6.37 293.142 -9.68 296.03 -16.09 300.37 -22.41 300.548 -23.33 7.56 300.654 -27.65 2.62 300.635 300.79 -31.67 -35.12 1.42 1.41 0.69 1.86 292.465 -8.09 4.45 292.88 20.67 66.7% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 66.7% -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 PROFIL TRANSVERSAL 5-5 Scara: 1:100 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 3:2 -488705.9727063259 -488705.9727063259 -488705.9727063259 290.98 295.98 -488705.9727063259 299.98 Umplutura compactata din balast 5% Linie sapatura Zid de sprijin din beton armat TIP1 -488705.9727063259 -488705.9727063259 Gabioane din plasa zincata cu ochiuri dublu rasucite -488705.9727063259 Barbacacana din PVC d80mm cu filtru geotextil legat cu sarma moale Umplutura compactata din balast Beton de egalizare(10cm) -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 298.98 297.98 296.98 Pct.de trasareA Umplutura din piatra bruta -488705.9727063259 -488705.9727063259 -488705.9727063259 Geotextil -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 -488705.9727063259 Ancoraje din plasa zincata Ax drum DN2D Zidarie din piatra bruta(20cm) -488705.9727063259 -488705.9727063259 PARTIALA DISTANTA COTA VtSc 1:100 HzSc 1:100 OFSET Kilometrul 0+043.88 288.000 1.18 297.22 24.00 2.40 296.40 22.82 4.04 293.42 20.42 4.18 292.22 16.38 2.44 292.06 12.20 4.16 290.88 9.76 3.38 290.76 5.60 2.24 290.56 2.24 1.32 290.32 0.00 1.92 290.46 -1.32 7.00 291.46 -3.22 0.44 292.20 -10.22 0.86 293.72 -10.66 6.74 292.84 -11.52 8.66 295.30 -18.26 3.54 300.10 -26.92 3.36 300.08 -30.46 3.64 300.10 -33.82 300.08 -37.46 PROFIL TRANSVERSAL 6-6 Scara: 1:100 -488634.6731447928 66.7% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 66.7% -488634.6731447928 -488634.6731447928 -488634.6731447928 -488634.6731447928 -488634.6731447928 -488634.6731447928 -488634.6731447928 -488634.6731447928 3:2 -488634.6731447928 289.98 294.98 -488634.6731447928 -488634.6731447928 Umplutura compactata din balast 5% Linie sapatura Zid de sprijin din beton armat TIP2 -488634.6731447928 -488634.6731447928 Pct.de trasareA Gabioane din plasa zincata cu ochiuri dublu rasucite -488634.6731447928 Barbacacana din PVC d80mm cu filtru geotextil legat cu sarma moale Umplutura compactata din balast Beton de egalizare(10cm) -488634.6731447928 -488634.6731447928 -488634.6731447928 -488634.6731447928 -488634.6731447928 -488634.6731447928 Umplutura din piatra bruta Ax drum DN2D Ancoraje din plasa zincata -488634.6731447928 -488634.6731447928 -488634.6731447928 -488634.6731447928 -488634.6731447928 Zidarie din piatra bruta(20cm) -488634.6731447928 295.98 296.98 299.55 Geotextil -488634.6731447928 -488634.6731447928 -488634.6731447928 -488634.6731447928 PARTIALA DISTANTA COTA VtSc 1:100 HzSc 1:100 OFSET Kilometrul 0+065.27 288.000 3.30 298.08 20.90 5.38 295.22 17.60 0.62 291.66 12.22 1.52 291.52 11.58 4.44 290.54 10.08 5.64 290.32 5.64 0.64 290.24 0.00 1.68 290.34 -0.64 1.96 290.64 -2.32 6.20 291.86 -4.28 2.56 292.06 -10.48 0.28 292.40 -13.04 0.84 293.64 -13.32 5.92 292.58 -14.16 8.48 295.30 -20.08 0.48 299.58 -28.56 3.32 299.60 -29.04 3.10 299.68 -32.36 1.60 299.78 -35.46 2.58 299.66 -37.06 300.14 -39.64 66.7% 0.9% 0.9% 0.9% 0.9% 0.9% 0.9% 66.7% -488578.779582465 PROFIL TRANSVERSAL 7-7 Scara: 1:100 289.98 294.98 -488578.779582465 -488578.779582465 -488578.779582465 -488578.779582465 -488578.779582465 -488578.779582465 -488578.779582465 -488578.779582465 -488578.779582465 5% Umplutura compactata din balast Linie sapatura 3:2 Zid de sprijin din beton armat TIP2 -488578.779582465 Pct.de trasareA -488578.779582465 Barbacacana din PVC d80mm cu filtru geotextil legat cu sarma moale Zidarie din piatra bruta(20cm) Beton de egalizare(10cm) Umplutura compactata din balast -488578.779582465 -488578.779582465 -488578.779582465 -488578.779582465 Umplutura din piatra bruta Ax drum DN2D -488578.779582465 -488578.779582465 -488578.779582465 -488578.779582465 Geotextil 295.13 300.07 -488578.779582465 -488578.779582465 -488578.779582465 -488578.779582465 PARTIALA DISTANTA COTA VtSc 1:100 HzSc 1:100 OFSET Kilometrul 0+091.32 287.000 7.45 295.32 -27.98 299.14 -40.00 299.49 48.54 5.26 293.96 15.10 2.00 293.32 9.82 3.04 291.74 7.82 1.36 291.58 4.80 1.62 289.92 3.44 1.82 289.70 1.82 0.96 289.62 0.00 1.56 289.76 -0.96 1.74 289.78 -2.52 1.66 290.14 -4.26 1.06 290.20 -5.90 2.76 290.70 -6.96 0.42 290.68 -9.74 0.96 290.76 -10.16 1.28 291.74 -11.12 0.60 291.80 -12.40 3.60 292.02 -13.00 1.58 292.04 -16.60 4.72 292.38 -18.18 0.34 292.42 -22.90 0.54 293.68 -23.24 0.08 293.70 -23.76 293.16 -23.84 4.38 66.7% 3.2% 3.2% 3.2% 3.2% 3.2% 3.2% 66.7% PROFIL TRANSVERSAL 8-8 Scara: 1:100 -488504.5762127702 3:2 289.98 294.98 -488504.5762127702 -488504.5762127702 -488504.5762127702 -488504.5762127702 -488504.5762127702 -488504.5762127702 -488504.5762127702 -488504.5762127702 5% Umplutura compactata din balast Linie sapatura Zid de sprijin din beton armat TIP2 -488504.5762127702 Pct.de trasareA -488504.5762127702 Barbacacana din PVC d80mm cu filtru geotextil legat cu sarma moale Zidarie din piatra bruta(20cm) Beton de egalizare(10cm) -488504.5762127702 Umplutura compactata din balast -488504.5762127702 -488504.5762127702 -488504.5762127702 Umplutura din piatra bruta Ax drum DN2D -488504.5762127702 -488504.5762127702 -488504.5762127702 -488504.5762127702 -488504.5762127702 -488504.5762127702 -488504.5762127702 -488504.5762127702 -488504.5762127702 295.10 299.12 Geotextil 80 5 297.35 5 297.90 297.55 1% 4 297.53 2.0% 297.65 Ax proiectat Ax existent 5 297.73 1% 297.54 5 298.09 5 297.74 5 5 296.59 x -0.0000000003192406 Zona de demolare 295.36 296.56 296.61 x x 296.65 296.63 x x x x x x 295.47 295.74 x 296.67 296.69 296.71 x x x x x x x x ~290.00 -0.0000000003192406 ~287.00 -0.0000000003192406 296.75 x x x 296.73 x x x -0.0000000003192406 295.55 Distante partiale Distante cumulate Cote ax lucrare hidro Cote puncte trasare Profil 280.00 Cote talveg 0.00 0-0 294.43 294.52 291.98 5.23 1-1 291.98 291.95 291.98 17.12 2-2 290.96 291.04 290.98 23.83 3-3 290.87 290.92 290.98 29.6 4-4 290.80 290.82 290.98 35.34 5-5 290.66 290.60 290.98 43.88 6-6 290.57 290.46 290.98 65.27 7-7 290.23 290.34 290.98 91.32 8-8 289.63 289.75 290.98 135.91 9-9 289.31 289.31 154.99 286.53 286.62 Linie cote talveg Linie cote talveg Linie cote talveg Linie cote mal stang Linie cote mal stang 296.98 291.98 291.08 290.18 301.98 303.67 302.32 302.31 302.31 301.24 300.06 300.14 296.98 291.98 291.08 290.18 301.98 5.23 11.62 5.48 5.76 12.89 6.37 13.93 17.07 44.88 298.91 Linie cote mal stang Linie cote mal stang 294.43 294.52 290.98 290.08 289.18 295.98 301.98 19.08 10-10 290.98 290.08 289.18 295.98 300.98 290.98 290.08 289.18 295.98 300.98 290.98 290.08 289.18 295.98 300.98 290.98 290.08 289.18 295.98 289.08 294.98 289.08 289.08 Barbacana din PVC d80mm cu filtru geotextil legat cu sarma moale Barbacana din PVC d80mm cu filtru geotextil legat cu sarma moale 299.98 Gabioane din plasa zincata cu ochiuri dublu rasucite,Hvar.,L=50m -0.0000000003192406 -0.0000000003192406 296.98 298.98 \W0.8;ELEVATIE MAL STANG A-A scara 1:200 294.98 294.98 289.98 289.98 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 AMONTE 289.08 289.98 289.08 289.98 289.98 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 AVAL -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 -0.0000000003192406 POD PE DN 2D KM 44+273 (44+900) PESTE PARAUL SARAT Gabioane din plasa zincata cu ochiuri dublu rasucite,Hvar.,L=50m PRAG DE FUND AMONTE PRAG DE FUND AVAL 288.68 288.68 288.68 288.68 288.68 \A1;.50 \A1;.50 \A1;11.00 \A1;.50 \A1;.50 \A1;.75 \A1;13.75 -154215.2865679334 -154215.2865679334 -154215.2865679334 -154215.2865679334 -154215.2865679334 -154215.2865679334 -154215.2865679334 Ax drum DN2D 302.32 45+114.51 45+069.39 45+092.74 45+000.83 45+045.58 45+022.11 44+982.82 44+969.67 44+960.44 44+943.08 44+925.40 44+908.48 44+889.38 44+872.18 44+855.95 44+840.57 44+824.04 44+284.84 44+365.21 44+320.16 44+333.14 44+345.45 44+302.62 44+383.27 44+400.61 44+806.05 44+788.61 44+797.23 44+776.15 44+764.55 44+417.91 44+431.80 44+445.17 44+199.13 44+250.36 44+267.35 44+217.14 44+239.81 44+230.60 44+695.47 44+670.14 44+682.97 44+508.13 44+736.64 44+750.45 44+722.86 44+540.38 44+556.93 44+522.31 44+591.40 44+709.83 44+609.53 44+622.69 44+574.93 44+477.67 44+462.73 44+494.81 44+635.89 44+648.21 44+660.98 298.545 296.382 298.398 296.6 296.447 296.399 296.304 296.425 296.245 296.299 296.314 293.885 295.297 295.268 295.01 294.952 293.101 294.876 291.977 293.093 293.135 292.143 293.289 291.719 291.623 291.515 291.02 291.512 298.246 297.269 295.229 298.088 298.682 291.657 297.219 293.414 293.625 296.398 293.324 292.848 292.216 292.268 292.41 290.879 292.068 291.194 293.945 293.959 291.555 293.992 290.818 291.527 290.35 290.55 290.546 291.454 293.34 293.723 292.199 301.378 301.223 296.056 295.504 297.169 293.725 297.795 297.391 295.129 291.748 293.314 293.95 289.8 289.707 294.269 290.689 290.696 292.791 292.88 293.229 291.123 291.219 290.637 290.279 291.853 290.264 290.195 292.405 293.635 293.596 292.582 292.067 295.304 292.44 293.642 295.291 300.654 300.37 300.096 300.635 300.79 293.155 293.708 293.679 292.426 292.378 292.05 292.018 295.31 298.872 298.872 298.708 299.603 299.548 299.776 299.29 300.088 300.105 299.655 299.214 299.497 297.869 297.605 297.581 297.658 297.932 296.769 297.68 298.013 297.943 297.864 297.842 298.09 297.976 296.961 297.329 297.441 297.245 297.184 297.406 297.309 297.517 297.418 297.123 297.631 297.375 297.362 297.214 297.203 297.132 291.843 290.512 298.474 298.518 297.94 295.07 297.746 297.521 297.847 298.079 297.654 297.841 297.997 298.128 298.239 295.117 298.572 298.478 298.214 298.926 298.314 298.783 297.963 297.757 289.555 287.97 289.424 287.951 288.123 288.138 287.814 293.828 293.923 289.438 291.834 289.145 289.501 290.714 290.403 288.816 289.343 288.221 288.553 288.481 288.56 288.573 287.646 288.006 287.795 287.752 286.972 286.89 286.88 297.701 297.085 297.534 297.81 297.627 296.935 297.329 297.227 297.437 297.064 297.236 297.367 297.828 288.966 297.841 290.201 297.556 297.297 297.652 297.173 296.867 297.684 290.09 290.365 290.431 289.812 297.62 297.843 297.832 297.759 297.757 290.718 291.476 297.837 297.721 297.76 297.752 297.664 289.675 297.273 297.294 297.328 297.504 289.725 289.728 297.52 297.504 297.73 297.762 290.295 290.102 297.756 297.832 297.759 297.764 297.703 297.774 291.764 290.534 290.722 290.733 290.707 290.903 289.582 289.572 289.836 289.463 289.437 290.088 297.074 290.164 290.734 297.718 289.908 290.028 289.734 289.707 289.711 290.304 289.695 289.398 286.665 289.611 290.636 286.867 291.281 290.965 289.825 298.382 298.382 298.254 298.003 297.437 298.096 297.742 297.488 298.499 298.497 297.923 297.861 297.756 298.543 298.348 298.446 298.159 298.065 299.169 299.418 298.69 298.938 298.758 298.686 299.386 299.38 298.342 298.049 295.076 299.714 288.824 289.156 289.037 289.629 286.997 290.612 289.445 290.914 286.937 291.477 291.042 290.822 291.477 292.915 291.885 292.92 291.688 286.642 289.598 293.571 293.404 293.946 298.188 296.295 296.177 295.581 293.327 293.304 292.281 295.411 294.789 295.79 297.506 296.425 297.117 297.04 296.123 296.627 296.167 297.866 294.41 291.972 295.047 296.098 296.429 297.183 297.034 302.858 303.906 302.22 305.165 304.626 302.706 302.356 303.208 301.536 301.973 301.848 302.926 302.435 302.754 304.288 303.559 301.909 301.621 301.088 303.828 299.891 299.52 285.145 284.363 286.702 285.402 286.894 287.314 282.451 282.346 284.294 283.506 284.166 282.592 282.607 284.269 284.508 282.348 284.233 284.355 282.492 284.338 284.332 284.489 284.529 284.606 283.979 283.621 283.655 284.566 283.852 284.179 283.857 284.127 284.147 284.251 284.256 284.554 284.965 284.992 284.918 283.757 281.798 282.13 282.061 282.054 282.325 282.202 282.578 284.694 282.576 285.581 284.693 284.672 285.545 285.224 283.924 282.104 283.855 281.643 282.455 284.282 284.326 285.376 285.443 283.793 283.741 283.772 282.718 281.426 279.389 282.691 281.559 279.497 280.479 280.498 281.586 281.718 283.829 283.569 283.527 281.62 282.758 279.717 282.794 283.207 282.234 283.094 283.37 282.913 283.957 299.482 289.518 284.559 284.965 286.303 285.951 286.373 286.453 286.289 286.266 284.945 284.721 286.096 284.72 286.068 285.005 284.979 284.603 287.299 286.341 286.363 284.992 284.359 284.373 287.582 284.946 284.45 283.806 284.907 284.896 284.012 283.998 284.86 284.881 284.477 283.549 287.588 283.892 284.737 284.786 285.913 284.773 284.91 283.877 284.468 286.067 285.959 286.441 286.502 286.499 286.555 286.434 286.441 286.374 286.469 288.338 288.929 288.817 289.362 287.025 286.849 285.047 286.031 287.274 286.285 286.645 287.419 286.941 287.842 287.884 287.691 287.754 283.572 285.28 285.62 285.216 285.212 285.358 285.276 286.169 286.205 286.031 285.988 285.973 286.291 285.874 286.523 284.975 285.14 285.036 285.145 283.522 285.016 284.921 286.263 286.035 284.968 285.774 285.943 291.424 294.898 294.796 295.589 285.98 286.623 286.663 322.6 BRN 44 284.704 \A1; \A1; \A1; \A1; LOTUL I KM 0+000-KM 50+000 POD KM 44+273 (44+900) Ing. C.Palan Verificat O. Chelza Sef Proiect Complex CONTRACT Nr: 808/3893/2007 FAZA DE PROIECTARE LUCRARI HIDROTEHNICE Cod: IPT-H- Data: 2009 Proiectat Sef Proiect Hidro Scara: 1/100 D.E. Ing. SUBPROIECTANT SI DRUMURI NATIONALE DIN ROMANIA COMPANIA NATIONALA DE AUTOSTRAZI C.N.A.D.N.R. SA REABILITARE DN2D FOCSANI-OJDULA PROIECTANT GENERAL Km 0+000 ÷ Km 118+873 INVESTITIA D.R.D.P. – IASI BENEFICIAR AMPLASAMENT JUDETUL COVASNA JUDETUL VRANCEA Ing. C-tin. Manea Ing. C. Lac PROFIL TRANSVERSAL 1-1 LOTUL I KM 0+000-KM 50+000 Ing. C.Palan Verificat O. Chelza Sef Proiect Complex CONTRACT Nr: 808/3893/2007 FAZA DE PROIECTARE LUCRARI HIDROTEHNICE Cod: IPT-H- Data: 2009 Proiectat Sef Proiect Hidro Scara: 1/100 D.E. Ing. SUBPROIECTANT SI DRUMURI NATIONALE DIN ROMANIA COMPANIA NATIONALA DE AUTOSTRAZI C.N.A.D.N.R. SA REABILITARE DN2D FOCSANI-OJDULA PROIECTANT GENERAL Km 0+000 ÷ Km 118+873 INVESTITIA D.R.D.P. – IASI BENEFICIAR AMPLASAMENT JUDETUL COVASNA JUDETUL VRANCEA Ing. C-tin. Manea PROFIL TRANSVERSAL 2-2 LOTUL I KM 0+000-KM 50+000 Ing. C.Palan Verificat O. Chelza Sef Proiect Complex CONTRACT Nr: 808/3893/2007 FAZA DE PROIECTARE LUCRARI HIDROTEHNICE Cod: IPT-H- Data: 2009 Proiectat Sef Proiect Hidro Scara: 1/100 D.E. Ing. SUBPROIECTANT SI DRUMURI NATIONALE DIN ROMANIA COMPANIA NATIONALA DE AUTOSTRAZI C.N.A.D.N.R. SA REABILITARE DN2D FOCSANI-OJDULA PROIECTANT GENERAL Km 0+000 ÷ Km 118+873 INVESTITIA D.R.D.P. – IASI BENEFICIAR AMPLASAMENT JUDETUL COVASNA JUDETUL VRANCEA Ing. C-tin. Manea PROFIL TRANSVERSAL 3-3 LOTUL I KM 0+000-KM 50+000 Ing. C.Palan Verificat O. Chelza Sef Proiect Complex CONTRACT Nr: 808/3893/2007 FAZA DE PROIECTARE LUCRARI HIDROTEHNICE Cod: IPT-H- Data: 2009 Proiectat Sef Proiect Hidro Scara: 1/100 D.E. Ing. SUBPROIECTANT SI DRUMURI NATIONALE DIN ROMANIA COMPANIA NATIONALA DE AUTOSTRAZI C.N.A.D.N.R. SA REABILITARE DN2D FOCSANI-OJDULA PROIECTANT GENERAL Km 0+000 ÷ Km 118+873 INVESTITIA D.R.D.P. – IASI BENEFICIAR AMPLASAMENT JUDETUL COVASNA JUDETUL VRANCEA Ing. C-tin. Manea PROFIL TRANSVERSAL 4-4 LOTUL I KM 0+000-KM 50+000 Ing. C.Palan Verificat O. Chelza Sef Proiect Complex CONTRACT Nr: 808/3893/2007 FAZA DE PROIECTARE LUCRARI HIDROTEHNICE Cod: IPT-H- Data: 2009 Proiectat Sef Proiect Hidro Scara: 1/100 D.E. Ing. SUBPROIECTANT SI DRUMURI NATIONALE DIN ROMANIA COMPANIA NATIONALA DE AUTOSTRAZI C.N.A.D.N.R. SA REABILITARE DN2D FOCSANI-OJDULA PROIECTANT GENERAL Km 0+000 ÷ Km 118+873 INVESTITIA D.R.D.P. – IASI BENEFICIAR AMPLASAMENT JUDETUL COVASNA JUDETUL VRANCEA Ing. C-tin. Manea PROFIL TRANSVERSAL 5-5 LOTUL I KM 0+000-KM 50+000 Ing. C.Palan Verificat O. Chelza Sef Proiect Complex CONTRACT Nr: 808/3893/2007 FAZA DE PROIECTARE LUCRARI HIDROTEHNICE Cod: IPT-H- Data: 2009 Proiectat Sef Proiect Hidro Scara: 1/100 D.E. Ing. SUBPROIECTANT SI DRUMURI NATIONALE DIN ROMANIA COMPANIA NATIONALA DE AUTOSTRAZI C.N.A.D.N.R. SA REABILITARE DN2D FOCSANI-OJDULA PROIECTANT GENERAL Km 0+000 ÷ Km 118+873 INVESTITIA D.R.D.P. – IASI BENEFICIAR AMPLASAMENT JUDETUL COVASNA JUDETUL VRANCEA Ing. C-tin. Manea PROFIL TRANSVERSAL 6-6 LOTUL I KM 0+000-KM 50+000 Ing. C.Palan Verificat O. Chelza Sef Proiect Complex CONTRACT Nr: 808/3893/2007 FAZA DE PROIECTARE LUCRARI HIDROTEHNICE Cod: IPT-H- Data: 2009 Proiectat Sef Proiect Hidro Scara: 1/100 D.E. Ing. SUBPROIECTANT SI DRUMURI NATIONALE DIN ROMANIA COMPANIA NATIONALA DE AUTOSTRAZI C.N.A.D.N.R. SA REABILITARE DN2D FOCSANI-OJDULA PROIECTANT GENERAL Km 0+000 ÷ Km 118+873 INVESTITIA D.R.D.P. – IASI BENEFICIAR AMPLASAMENT JUDETUL COVASNA JUDETUL VRANCEA Ing. C-tin. Manea PROFIL TRANSVERSAL 7-7 LOTUL I KM 0+000-KM 50+000 Ing. C.Palan Verificat O. Chelza Sef Proiect Complex CONTRACT Nr: 808/3893/2007 FAZA DE PROIECTARE LUCRARI HIDROTEHNICE Cod: IPT-H- Data: 2009 Proiectat Sef Proiect Hidro Scara: 1/100 D.E. Ing. SUBPROIECTANT SI DRUMURI NATIONALE DIN ROMANIA COMPANIA NATIONALA DE AUTOSTRAZI C.N.A.D.N.R. SA REABILITARE DN2D FOCSANI-OJDULA PROIECTANT GENERAL Km 0+000 ÷ Km 118+873 INVESTITIA D.R.D.P. – IASI BENEFICIAR AMPLASAMENT JUDETUL COVASNA JUDETUL VRANCEA Ing. C-tin. Manea PROFIL TRANSVERSAL 8-8 3 3 4 5 6 7 8 9 10 POD KM 44+273 (44+900) POD KM 44+273 (44+900) POD KM 44+273 (44+900) POD KM 44+273 (44+900) POD KM 44+273 (44+900) POD KM 44+273 (44+900) POD KM 44+273 (44+900) Ing. C. Lac Ing. C. Lac Ing. C. Lac Ing. C. Lac Ing. C. Lac Ing. C. Lac Ing. C. Lac