Abutment Wall – Details DWG Detail for AutoCAD

Abutment Wall – Details DWG Detail for AutoCAD

Abutment Wall – Details

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

profile, Section: km. to km., highway:, work: boulevard the beams, right side, wall km., scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, scale, station, sbr, station, sbr, scale, station, sbr, scale, residential street, scale, station, sbr, sbr, station, scale, scale, station, sbr, sbr, station, scale, scale, station, sbr, scale, station, sbr, residential street, lim. const., near rods, lim. const., street nicolas bravo, lim. const., lim. d. d. v., niv, niv, niv crown, niv exhaustion, niv crown, cross sections km. to km. right side proposing a wall mts., okay., layer of broken stone gravel of cm. of thickness, horizontal scale, vertical scale, shoulder height, wall crown, natural terrain, Shoe Shift, station, vertical scale, horizontal scale, station, vertical scale, horizontal scale, station, vertical scale, horizontal scale, cms concrete tube. of diam., existing sanitary sewer line with, existing visit well of cms of diam., swampy area, located next to the drainage work of km., note: as you can see the visit hole is within the width of the roadway so it is not convenient to light up the level of folder termination., note: as it is possible to observe the well of visit is outside the width of roadway which allows us to raise level on the slope of the embankment., cross sections to define if it is feasible to leave the sanitary sewer line in the same place of km. to km. in the left extension., existing drinking water line with, steel tube cms. of diam., existing drinking water line with, steel tube cms. of diam., existing drinking water line with

Raw text data extracted from CAD file:

\A1;11.50 \A1;0.56 \A1;2.41 \A1;3.15 \A1;3.61 \A1;3.59 \A1;3.94 \A1;3.91 \A1;3.89 \A1;3.61 \A1;3.33 \A1;3.35 \A1;3.03 \A1;2.39 \A1;2.10 \A1;2.20 \A1;2.30 \A1;2.40 \A1;2.50 \A1;2.60 \A1;2.25 \A1;1.99 \A1;1.68 \A1;1.75 \A1;1.78 \A1;1.84 \A1;11.50 \A1;11.50 \A1;0.38 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;11.50 \A1;3.08 \A1;0.27 \A1;0.08 \A1;0.85 \A1;0.94 \A1;3.64 \A1;0.96 \A1;0.11 \A1;3.42 \A1;0.32 \A1;0.52 \A1;3.10 \A1;2.32 \A1;0.81 \A1;2.00 \A1;0.04 \A1;0.05 8,01 8,38 8,77 9,84 \A1;0.08 \A1;0.03 \A1;0.07 \A1;0.05 8,11 8,82 \A1;0.09 \A1;0.01 \A1;0.18 \A1;0.96 \A1;0.12 \A1;0.98 \A1;0.57 \A1;0.23 \A1;0.17 \A1;0.92 \A1;0.83 \A1;0.10 \A1;0.15 \A1;0.47 \A1;0.75 \A1;0.25 \A1;0.61 \A1;0.71 \A1;0.86 \A1;2.07 \A1;2.69 \A1;2.44 \A1;3.17 \A1;3.67 \A1;3.91 \A1;3.56 \A1;3.01 \A1;2.33 \A1;11.50 \A1;18.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PERFIL TRAMO: KM. 78+600 AL KM. 81+000 CARRETERA: ACAPULCO-PINOTEPA OBRA: BOULEVARD LAS VIGAS LADO : DERECHO MURO KM. 79+790 - 79+935 5 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+825 0 -1 -2 TN = 35.11 SBR = 34.79 37 36 30 31 35 34 33 32 38 39 40 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+830 0 -1 -2 TN = 35.00 SBR = 34.69 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+820 0 -1 -2 TN = 35.21 SBR = 34.89 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+835 0 -1 -2 TN = 34.91 SBR = 34.58 37 36 30 31 35 34 33 32 29 28 38 39 37 36 30 31 35 34 33 32 29 38 39 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+840 0 -1 -2 TN = 34.81 SBR = 34.48 37 36 30 31 35 34 33 32 29 28 38 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+845 0 -1 -2 TN = 34.72 SBR = 34.40 37 36 30 31 35 34 33 32 29 28 38 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+850 0 -1 -2 TN = 34.63 SBR = 34.31 37 36 30 31 35 34 33 32 29 38 39 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+855 0 -1 -2 TN = 34.54 SBR = 34.22 37 36 30 31 35 34 33 32 29 38 39 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+860 0 -1 -2 TN = 34.45 SBR = 34.13 37 36 30 31 35 34 33 32 29 28 38 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+865 0 -1 -2 TN = 34.39 SBR = 34.07 37 36 30 31 35 34 33 32 29 28 38 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+870 0 -1 -2 TN = 34.32 SBR = 34.01 37 36 30 31 35 34 33 32 29 28 38 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+875 0 -1 -2 TN = 34.26 SBR = 33.95 37 36 30 31 35 34 33 32 29 28 38 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+880 0 -1 -2 TN = 34.22 SBR = 33.88 37 36 30 31 35 34 33 32 29 28 27 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+885 0 -1 -2 TN = 34.17 SBR = 33.85 37 36 30 31 35 34 33 32 29 28 27 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+890 0 -1 -2 TN = 34.13 SBR = 33.83 37 36 30 31 35 34 33 32 29 28 27 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+895 0 -1 -2 TN = 34.11 SBR = 33.80 37 36 30 31 35 34 33 32 29 28 27 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+900 0 -1 -2 TN = 34.11 SBR = 33.78 37 36 30 31 35 34 33 32 29 28 27 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+905 0 -1 -2 TN = 34.12 SBR = 33.80 37 36 30 31 35 34 33 32 29 28 27 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+910 0 -1 -2 TN = 34.13 SBR = 33.83 37 36 30 31 35 34 33 32 29 28 27 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+915 0 -1 -2 TN = 34.16 SBR = 33.85 37 36 30 31 35 34 33 32 29 28 27 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+920 0 -1 -2 TN = 34.22 SBR = 33.88 37 36 30 31 35 34 33 32 29 28 27 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+925 0 -1 -2 TN = 34.28 SBR = 33.96 37 36 30 31 35 34 33 32 29 28 27 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+930 0 -1 -2 TN = 34.36 SBR = 34.04 37 36 30 31 35 34 33 32 29 28 27 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 11 9 10 3 1 2 ESTACION 79+935 0 -1 -2 TN = 34.43 SBR = 34.12 36 30 31 35 34 33 32 29 28 27 26 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+940 0 -1 -2 TN = 34.52 SBR = 34.19 37 36 30 31 35 34 33 32 29 28 27 ESCALA 1 : 100 CALLE : RESIDENCIAL -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+815 0 -1 -2 TN = 35.30 SBR = 34.97 35.05 SBR = 35.38 TN = -2 -1 0 ESTACION 79+810 2 1 3 10 9 11 ESCALA 1 : 100 13 12 14 15 4 5 6 7 8 16 20 19 18 17 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+800 0 -1 -2 TN = 35.53 SBR = 35.21 35.26 SBR = 35.56 TN = -2 -1 0 ESTACION 79+795 2 1 3 10 9 11 ESCALA 1 : 100 13 12 14 15 4 5 6 7 8 16 20 19 18 17 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+790 0 -1 -2 TN = 35.62 SBR = 35.30 40 39 38 32 33 34 35 31 30 36 37 37 36 30 31 35 34 33 32 38 39 40 37 36 30 31 35 34 33 32 38 39 40 37 36 30 31 35 34 33 32 38 39 40 37 36 30 31 35 34 33 32 38 39 40 37 36 30 31 35 34 33 32 38 39 40 L C L C L C L C L C -19 -18 -17 -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 17 18 19 20 16 8 7 6 5 4 15 14 12 13 ESCALA 1 : 100 11 9 10 3 1 2 ESTACION 79+805 0 -1 -2 TN = 35.46 SBR = 35.13 40 39 38 32 33 34 35 31 30 36 37 L C CALLE : RESIDENCIAL LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) LIM. CONST. (TALLER MECANICO) LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) CERCA DE VARAS LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) LIM. CONST. (CASA PARTICULAR) CALLE : NICOLAS BRAVO CALLE : NICOLAS BRAVO (BARDA DE BLOCK) (BARDA DE BLOCK) (BARDA DE BLOCK) LIM. CONST. (CASA PARTICULAR) LIM. D. D. V. LIM. D. D. V. LIM. D. D. V. NIV. RASANTE=35.72 NIV. RASANTE=35.68 NIV. RASANTE=35.63 NIV. RASANTE=35.55 NIV. RASANTE=35.47 NIV. RASANTE=35.39 NIV. RASANTE=35.31 NIV. RASANTE=35.21 NIV. RASANTE=35.11 NIV. RASANTE=35.00 NIV. RASANTE=34.90 L C L C L C NIV. RASANTE=34.82 NIV. RASANTE=34.73 NIV. RASANTE=34.64 NIV. RASANTE=34.55 NIV. RASANTE=34.49 NIV. RASANTE=34.43 NIV. RASANTE=34.37 NIV. RASANTE=34.30 NIV. RASANTE=34.27 NIV. RASANTE=34.25 NIV. RASANTE=34.22 NIV. RASANTE=34.20 NIV. RASANTE=34.22 NIV. RASANTE=34.25 NIV. RASANTE=34.27 NIV. RASANTE=34.30 NIV. RASANTE=34.38 NIV. RASANTE=34.46 NIV. RASANTE=34.54 NIV. RASANTE=34.61 L C L C L C L C L C L C L C L C L C L C L C L C L C L C NIV. CORONA =35.30 NIV. CORONA =35.24 NIV. CORONA =34.89 NIV. CORONA =34.98 NIV. CORONA =35.06 NIV. CORONA =35.14 NIV. CORONA =35.21 NIV. CORONA =34.79 NIV. CORONA =34.69 NIV. CORONA =34.59 NIV. CORONA =34.49 NIV. CORONA =34.10 NIV. CORONA =34.17 NIV. CORONA =34.24 NIV. CORONA =34.29 NIV. CORONA =34.39 NIV. CORONA =34.03 NIV. CORONA =33.96 NIV. CORONA =33.89 NIV. CORONA =33.87 NIV. CORONA =33.84 NIV. CORONA =33.81 NIV. CORONA =33.79 NIV. CORONA =33.81 NIV. CORONA =33.84 NIV. CORONA =33.87 NIV. CORONA =33.96 NIV. CORONA =34.03 NIV. CORONA =34.11 L C NIV. DESPLANTE =33.46 NIV. DESPLANTE =33.46 NIV. DESPLANTE =33.46 NIV. DESPLANTE =33.46 NIV. DESPLANTE =33.07 NIV. DESPLANTE =32.73 NIV. DESPLANTE =32.29 NIV. DESPLANTE =32.29 NIV. DESPLANTE =32.29 NIV. DESPLANTE =32.29 NIV. DESPLANTE =32.29 NIV. DESPLANTE =32.29 NIV. DESPLANTE =32.29 NIV. DESPLANTE =31.85 NIV. DESPLANTE =31.85 NIV. DESPLANTE =31.00 NIV. DESPLANTE =31.00 NIV. DESPLANTE =30.54 NIV. DESPLANTE =30.54 NIV. DESPLANTE =30.54 NIV. DESPLANTE =30.20 NIV. DESPLANTE =30.20 NIV. DESPLANTE =29.90 NIV. DESPLANTE =29.90 NIV. DESPLANTE =29.90 NIV. DESPLANTE =30.28 NIV. DESPLANTE =30.28 NIV. DESPLANTE =30.88 NIV. DESPLANTE =30.88 NIV. DESPLANTE =31.70 NIV. CORONA =33.89 L C L C L C L C L C L C L C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCIONES TRANSVERSALES KM. 79+790 AL KM. 79+935 LADO DERECHO PROPONIENDO UN MURO A 11.50 MTS. OK. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 capa de piedra quebrada o grava de 30 cm. de espesor 40 39 38 32 33 34 35 31 30 36 37 40 39 38 32 33 34 35 31 30 36 37 40 39 38 32 33 34 35 31 30 36 37 40 39 38 32 33 34 35 31 30 36 37 37 36 30 31 35 34 33 32 38 39 40 39 38 29 32 33 34 35 31 30 36 37 39 38 28 29 32 33 34 35 31 30 36 37 38 28 29 32 33 34 35 31 30 36 37 39 38 29 32 33 34 35 31 30 36 37 38 28 29 32 33 34 35 31 30 36 37 28 38 29 32 33 34 35 30 36 37 31 38 28 29 32 33 34 35 31 30 36 37 27 28 29 32 33 34 35 31 30 36 37 27 28 29 32 33 34 35 31 30 36 37 27 28 29 32 33 34 35 31 30 36 37 27 28 29 32 33 34 35 31 30 36 37 27 28 29 32 33 34 35 31 30 36 37 27 28 29 32 33 34 35 31 30 36 37 27 28 29 32 33 34 35 31 30 36 37 26 27 28 29 32 33 34 35 31 30 36 40 39 38 37 36 35 34 33 32 31 30 29 28 ESCALA HORIZONTAL 1 : 750 ESCALA VERTICAL 1 : 75 79+780.000 79+800.000 79+820.000 79+840.000 79+860.000 79+880.000 79+900.000 79+920.000 79+935.000 HOMBRO DE RASANTE CORONA DE MURO TERRENO NATURAL DESPLANTE DE ZAPATA 5 5 5 5 34 35 36 37 38 34 35 36 37 38 -25 -24 -23 21 22 23 24 25 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 -20 -21 -22 -25 -24 -23 21 22 23 24 25 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 -20 -21 -22 5 5 5 5 ESTACION 80+860.000 ESCALA VERTICAL 1 : 100 ESCALA HORIZONTAL 1 : 100 R=28.10 OFF=20.00 R=28.42 OFF=-20.00 T.N.=30.62 C L 33 32 31 30 29 28 27 26 25 ESTACION 80+840.000 ESCALA VERTICAL 1 : 100 ESCALA HORIZONTAL 1 : 100 R=28.26 OFF=20.00 R=28.02 OFF=-20.00 T.N.=30.63 C L 33 32 31 30 29 28 27 26 25 5 5 34 35 36 37 38 -25 -24 -23 21 22 23 24 25 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 -20 -21 -22 5 5 ESTACION 80+820.000 ESCALA VERTICAL 1 : 100 ESCALA HORIZONTAL 1 : 100 R=28.42 OFF=20.00 R=28.97 OFF=-20.00 T.N.=30.71 C L 33 32 31 30 29 28 27 26 25 TUBO DE CONCRETO DE 30 CMS. DE DIAM. LINEA DE DRENAJE SANITARIO EXISTENTE CON POZO DE VISITA EXISTENTE DE 90 CMS DE DIAM. POZO DE VISITA EXISTENTE DE 90 CMS DE DIAM. ZONA PANTANOSA UBICADO JUNTO A LA OBRA DE DRENAJE DEL KM. 80+820.95 NOTA: COMO SE PUEDE OBSERVAR EL POZO DE VISITA SE ENCUENTRA DENTRO DEL ANCHO DE CALZADA DE PROYECTO; POR LO QUE NO ES CONVENIENTE QUE SE LEVENTE A NIVEL DE TERMINACION DE CARPETA. NOTA: COMO SE OUEDE OBSERVAR EL POZO DE VISITA SE ENCUENTRA FUERA DEL ANCHO DE CALZADA LO QUE NOS PERMITE LEVANTAR A NIVEL SOBRE EL TALUD DEL TERRAPLEN. SECCIONES TRANSVERSALES PARA DEFINIR SI ES FACTIBLE DEJAR LA LINEA DE DRENAJE SANITARIO EN EL MISMO LUGAR DEL KM. 80+820 AL KM. 80+860 EN LA AMPLIACION IZQUIERDA. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LINEA DE AGUA POTABLE EXISTENTE CON TUBO DE ACERO DE 20 CMS. DE DIAM. LINEA DE AGUA POTABLE EXISTENTE CON TUBO DE ACERO DE 20 CMS. DE DIAM. TUBO DE ACERO DE 20 CMS. DE DIAM. LINEA DE AGUA POTABLE EXISTENTE CON A=0.81m2 A=0.80m2 A=0.78m2 A=0.86m2 A=0.93m2 A=1.44m2 A=1.42m2 A=0.96m2 A=0.94m2 A=0.91m2 A=0.89m2 A=0.86m2 A=0.96m2 A=0.94m2 A=1.58m2 A=1.56m2 A=1.67m2 A=1.65m2 A=1.65m2 A=2.65m2 A=2.64m2 A=2.74m2 A=2.75m2 A=2.76m2 A=2.64m2 A=2.64m2 A=1.57m2 A=1.59m2 A=0.96m2 A=0.81m2 5 A=0.88m2 5 A=1.47m2 5 A=0.97m2 A=1.60m2 5 5 A=1.74m2 A=2.75m2 5 A=2.63m2 5 5 A=1.56m2 5 A=0.94m2 5 A=1.30m2 A=1.59m2 A=1.36m2 A=1.31m2 A=1.28m2 A=2.92m2 A=2.37m2 A=1.39m2 A=1.83m2 A=1.92m2 A=1.68m2 A=1.70m2 A=1.95m2 A=1.44m2 A=2.65m2 A=2.08m2 A=2.75m2 A=2.24m2 A=2.62m2 A=4.01m2 A=4.19m2 A=3.74m2 A=3.91m2 A=5.47m2 A=5.04m2 A=5.72m2 A=3.19m2 A=4.46m2 A=2.19m2 A=0.67m2 A=0.62m2 A=0.32m2 A=0.30m2 A=0.43m2 A=0.40m2 A=0.35m2 A=0.33m2 A=0.33m2 A=0.32m2 A=0.27m2 A=0.26m2 A=0.95m2 A=0.79m2 A=0.72m2 A=0.60m2 A=0.34m2 A=0.32m2 A=0.50m2 A=0.46m2 A=0.53m2 A=0.50m2 A=0.40m2 A=0.37m2 A=0.42m2 A=0.39m2 A=0.62m2 A=0.57m2 A=0.31m2 A=0.29m2 A=0.94m2 A=0.65m2 A=0.70m2 A=0.44m2 A=0.96m2 A=0.79m2 A=0.64m2 A=0.54m2 A=0.80m2 A=0.66m2 A=1.49m2 A=1.07m2 A=1.92m2 A=0.79m2 A=1.11m2 A=0.80m2 A=1.07m2 A=0.79m2 A=2.03m2 A=1.45m2 A=1.81m2 A=1.29m2 A=2.30m2 A=1.64m2 A=0.99m2 A=0.82m2 A=1.57m2 A=1.30m2 A=0.69m2 A=0.64m2 5 A=0.40m2 A=0.89m2 A=0.77m2 A=0.79m2 A=0.58m2 A=0.99m2 A=0.88m2 A=0.59m2 A=0.62m2 A=0.98m2 A=0.98m2 A=0.89m2 A=0.90m2 A=0.84m2 A=0.84m2 A=0.87m2 A=0.75m2 A=0.76m2 A=0.62m2 A=0.57m2 A=0.46m2 A=0.49m2 A=0.51m2 A=0.54m2 A=0.58m2 A=0.53m2 A=0.45m2 A=0.36m2 A=0.38m2 A=0.41m2 40 39 38 32 33 34 35 31 30 36 37 37 36 30 31 35 34 33 32 38 39 40 40 39 38 32 33 34 35 31 30 36 37 38 28 29 32 33 34 35 31 30 36 37 39 38 29 32 33 34 35 31 30 36 37 27 28 29 32 33 34 35 31 30 36 37 28 29 32 33 34 35 31 30 36 37 27 27 28 29 32 33 34 35 31 30 36 37

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	abutment, autocad, base, DETAIL, details, DWG, FOUNDATION, foundations, fundament, wall