Stairs DWG Full Project for AutoCAD

Stairs DWG Full Project for AutoCAD

MAP HERE SHOW THEM THE MAP OF A TECHNICAL FILE STAIRS; CONTAINING PLANT GENERAL; SECTIONS AND PROJECT DETAILS .

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

N. M., Datum elev, Iron grille cap, Concrete planter, ditch, Concrete planter, Board with asphalt, Board with asphalt, plant, Esc., Npt, Npt, Npt, Npt, Npt, Npt, Board with asphalt, Npt, Npt, Npt, Npt, Npt, Npt, Npt, Npt, Npt, Npt, garden, Sub-ground: pre-compacted natural terrain, Steps, Selected granular subbase, Compacted, Selected granular subbase, Compacted, Selected granular subbase, Compacted, Rest stands of simple concrete, Terrain profile, Level rest, Level rest, Level rest, Level rest, Level rest, Projection iron railing, Projection sardinel de conreto, Level rest, Steps, Sub-ground: pre-compacted natural terrain, Rest stands of simple concrete, Selected granular subbase, Compacted, Terrain profile, Level rest, Level rest, Level rest, Level rest, Level rest, Projection iron railing, Projection sardinel de conreto, Sub-ground: pre-compacted natural terrain, Board with asphalt, Board with asphalt, Npt, Npt, Npt, Npt, Npt, Npt, Npt, Npt, Npt, Npt, garden, Board with asphalt, Board with asphalt, Npt, Npt, Npt, Npt, Npt, garden, Grandstand, garden, Grandstand, garden, Jr. Buenos Aires, Stairs, Stairs, Jr. Buenos Aires, garden, Jr. Buenos Aires, Avenue tahuantinsuyo, Stairs, Main avenue chaupimarca, Jr. Buenos Aires, Npt, Npt, Npt, Npt, Npt, Npt, Rainwater channel, break, break, Rainwater channel, Existing housing, door, Grandstand, cut, Grandstand, cut, Grandstand, cut, Grandstand, cut, concrete, Grandstand, section, concrete, Floor stairs, Esc:, Stair sections, Esc:, Rain channel detail, Esc:, Detail step contrapaso, Esc:

Raw text data extracted from CAD file:

N. M. DATUM ELEV \A1;3.40 \A1;5.49 \A1;5.80 \A1;5.91 \A1;5.75 \A1;6.30 \A1;1.25 \A1;1.19 \A1;1.19 \A1;1.19 \A1;.44 \A1;1.16 \A1;1.19 \A1;1.19 \A1;1.19 \A1;2.24 \A1;1.29 \A1;1.19 \A1;1.19 \A1;1.40 \A1;2.64 \A1;1.35 \A1;1.19 \A1;1.19 \A1;1.19 \A1;2.16 \A1;1.25 \A1;1.19 \A1;1.19 \A1;1.19 \A1;1.19 \A1;1.27 \A1;4.68 \A1;4.68 \A1;2.00 \A1;4.68 \A1;3.40 \A1;1.80 \A1;5.04 \A1;1.80 \A1;5.04 \A1;1.46 \A1;1.00 \A1;.72 \A1;.73 \A1;.72 \A1;.55 \A1;.72 \A1;.91 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.55 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.21 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.21 \A1;.72 \A1;.43 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.22 \A1;.72 \A1;.42 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.09 \A1;.72 \A1;.19 \A1;.72 \A1;.72 \A1;.72 \A1;.39 \A1;.72 \A1;.30 \A1;.72 \A1;.72 \A1;.79 \A1;.72 \A1;.97 \A1;.72 \A1;.73 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.63 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.13 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.18 \A1;.72 \A1;.47 \A1;.72 \A1;.72 \A1;.71 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.19 \A1;.72 \A1;.45 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.18 \A1;.72 \A1;.10 \A1;.72 \A1;.72 \A1;.72 \A1;.25 \A1;.72 \A1;.39 4405.000 36,40 3,05 3,08 1,97 0,60 1,80 0,60 TAPA DE REJILLA DE FIERRO TAPA DE REJILLA DE FIERRO JARDINERA DE CONCRETO f´c=140 kg/cm2. CUNETA f´c=140 kg/cm2. CUNETA f´c=140 kg/cm2. JARDINERA DE CONCRETO f´c=140 kg/cm2. 4410.000 JUNTA CON ASFALTO e = 1" JUNTA CON ASFALTO e = 1" PLANTA ESC. 1:75 4 5 6 7 8 9 10 11 12 13 14 0 1 2 3 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 -1165.149727897372 -1165.149727897372 -1165.149727897372 57 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 65 66 67 68 69 70 71 72 -1165.149727897372 -1165.149727897372 NPT + 4401.73 NPT + 4403.83 NPT + 4405.93 NPT + 4408.17 NPT + 4410.28 NPT + 4412.53 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 -1165.149727897372 \A1;1.65 \A1;1.65 \A1;1.00 \A1;1.80 \A1;4.68 \A1;1.80 \A1;4.68 \A1;1.80 \A1;4.68 \A1;.00 \A1;5.68 \A1;1.80 \A1;4.68 \A1;1.80 \A1;4.68 \A1;1.80 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.00 \A1;1.00 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.00 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;1.00 \A1;.72 \A1;.72 \A1;.72 \A1;1.00 \A1;.72 \A1;.90 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;1.00 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;1.00 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;.72 \A1;1.00 \A1;.72 \A1;.72 \A1;.72 \A1;1.00 4420.000 4425.000 e = 1" JUNTA CON ASFALTO e = 1" 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 20 21 22 23 24 25 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 40 41 42 44 45 46 47 48 49 -1262.952733369623 -1262.952733369623 -1262.952733369623 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 39 43 50 51 52 53 54 55 56 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 NPT + 4427.68 NPT + 4430.75 NPT + 4437.62 NPT + 4435.16 NPT + 4432.67 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 -1262.952733369623 NPT + 4437.62 NPT + 4435.16 NPT + 4432.67 NPT + 4430.75 NPT + 4427.68 JARDIN SUB RASANTE: TERRENO NATURAL PREVIAMENTE COMPACTADO SUB RASANTE: TERRENO NATURAL PREVIAMENTE COMPACTADO SUB RASANTE: TERRENO NATURAL PREVIAMENTE COMPACTADO SUB RASANTE: TERRENO NATURAL PREVIAMENTE COMPACTADO SUB RASANTE: TERRENO NATURAL PREVIAMENTE COMPACTADO 13 Pasos 13 Pasos 13 Pasos 13 Pasos 14 Pasos -1062.031184529935 SUBBASE GRANULAR SELECCIONADO Y COMPACTADO SUBBASE GRANULAR SELECCIONADO Y COMPACTADO SUBBASE GRANULAR SELECCIONADO Y COMPACTADO DESCANSO Y GRADAS DE CONCRETO SIMPLE F'c=140 KG/CM2 (VER DETALLE) DESCANSO Y GRADAS DE CONCRETO SIMPLE F'c=140 KG/CM2 (VER DETALLE) DESCANSO Y GRADAS DE CONCRETO SIMPLE F'c=140 KG/CM2 (VER DETALLE) DESCANSO Y GRADAS DE CONCRETO SIMPLE F'c=140 KG/CM2 (VER DETALLE) PERFIL DE TERRENO 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 14 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 49 50 51 52 53 54 55 56 57 43 44 45 46 47 48 57 58 59 60 61 62 63 64 65 NIVEL DESCANSO NPT.+4405.93 NIVEL DESCANSO NPT.+4408.17 NIVEL DESCANSO NPT.+4410.28 NIVEL DESCANSO NPT.+4401.73 NIVEL DESCANSO NPT.+4403.83 PROYECCION BARANDA DE FIERRO DE D=3" PROYECCION SARDINEL DE CONRETO F'c=140 KG/CM2 27 66 67 68 69 70 71 72 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 -1062.031184529935 NIVEL DESCANSO NPT.+4412.53 1,80 1,80 1,80 \A1;5.62 \A1;5.59 \A1;5.38 \A1;5.75 0,88 4,68 1,00 \A1;1.25 \A1;1.19 \A1;1.23 \A1;1.19 \A1;1.20 \A1;1.60 \A1;.65 \A1;1.19 \A1;1.23 \A1;1.19 \A1;1.20 \A1;1.32 \A1;.94 \A1;1.19 \A1;1.23 \A1;1.19 \A1;1.20 \A1;1.60 \A1;.65 \A1;1.19 \A1;1.23 \A1;1.19 \A1;1.20 \A1;.31 13 Pasos 13 Pasos 13 Pasos 13 Pasos -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 SUB RASANTE: TERRENO NATURAL PREVIAMENTE COMPACTADO SUB RASANTE: TERRENO NATURAL PREVIAMENTE COMPACTADO SUB RASANTE: TERRENO NATURAL PREVIAMENTE COMPACTADO DESCANSO Y GRADAS DE CONCRETO SIMPLE F'c=140 KG/CM2 (VER DETALLE) DESCANSO Y GRADAS DE CONCRETO SIMPLE F'c=140 KG/CM2 (VER DETALLE) DESCANSO Y GRADAS DE CONCRETO SIMPLE F'c=140 KG/CM2 (VER DETALLE) SUBBASE GRANULAR SELECCIONADO Y COMPACTADO PERFIL DE TERRENO 0 1 2 3 9 10 11 12 13 14 15 17 21 22 23 24 25 26 27 28 28 29 30 31 32 33 34 35 36 37 38 43 44 45 46 47 48 NIVEL DESCANSO NPT.+4427.68 NIVEL DESCANSO NPT.+4430.75 NIVEL DESCANSO NPT.+4432.67 NIVEL DESCANSO NPT.+4435.16 NIVEL DESCANSO NPT.+4437.62 PROYECCION BARANDA DE FIERRO DE D=3" PROYECCION SARDINEL DE CONRETO F'c=140 KG/CM2 4 5 6 7 8 16 18 20 -1058.194638161252 49 50 51 52 53 54 39 41 42 55 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 56 19 40 SUB RASANTE: TERRENO NATURAL PREVIAMENTE COMPACTADO -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 -1058.194638161252 1,05 0,80 2,43 4,25 2,43 1,00 2,43 4,25 2,43 1,00 JUNTA CON ASFALTO e = 1" JUNTA CON ASFALTO e = 1" 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 20 21 22 23 24 25 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 40 41 42 44 45 46 47 48 49 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 39 43 50 51 52 53 54 55 56 NPT + 4427.68 NPT + 4430.75 NPT + 4437.62 NPT + 4435.16 NPT + 4432.67 NPT + 4437.62 NPT + 4435.16 NPT + 4432.67 NPT + 4430.75 NPT + 4427.68 JARDIN 36,40 3,05 3,08 1,97 0,60 1,80 0,60 JUNTA CON ASFALTO e = 1" JUNTA CON ASFALTO e = 1" 4 5 6 7 8 9 10 11 12 13 14 0 1 2 3 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 57 65 66 67 68 69 70 NPT + 4401.73 NPT + 4403.83 NPT + 4405.93 NPT + 4408.17 NPT + 4410.28 + 4412.53 \A1;.15 \A1;1.65 \A1;.15 \A1;.60 \A1;1.65 \A1;.15 \A1;3.22 \A1;.99 \A1;.60 -1062.128525677353 JARDIN GRADERIA JARDIN -1062.128525677353 -1062.128525677353 -1062.128525677353 -1062.128525677353 GRADERIA -1062.128525677353 -1062.128525677353 JARDIN -1062.128525677353 -1062.128525677353 0+030 0+040 4 5 6 7 8 9 10 11 12 13 14 0 1 2 3 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 43 Jr. BUENOS AIRES ESCALINATAS 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 20 21 22 23 24 25 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 40 41 42 44 45 46 47 48 49 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 39 43 50 51 52 53 54 ESCALINATAS JR. BUENOS AIRES - "Tramo II" Jardin Jr. BUENOS AIRES 4430.000 4410.000 4425.000 4420.000 4415.000 4405.000 4400.000 Avenida TAHUANTINSUYO ESCALINATAS Avenida PRINCIPAL CHAUPIMARCA Jr. BUENOS AIRES 36,40 4 5 6 7 8 9 10 11 12 13 14 0 1 2 3 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 57 65 66 67 68 69 70 71 72 NPT + 4401.73 NPT + 4403.83 NPT + 4405.93 NPT + 4408.17 NPT + 4410.28 NPT + 4412.53 A0 - 1000- 75 0+030 0+040 0+050 0+060 0+010 0+030 0+050 0+020 0+040 \A1;5.01 \A1;1.34 \A1;2.25 \A1;2.75 \A1;1.50 \A1;1.11 \A1;.43 \A1;.80 \A1;4.86 \A1;1.84 \A1;1.50 \A1;2.00 \A1;1.25 \A1;1.05 \A1;3.09 \A1;1.00 \A1;2.76 \A1;8.80 \A1;2.25 \A1;1.30 \A1;1.50 \A1;.98 \A1;1.67 \A1;1.00 \A1;1.30 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 3223.692536609258 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL N S E O NO SO NE SE \A1;2.25 \A1;5.01 \A1;1.34 \A1;1.14 \A1;1.14 \A1;1.06 \A1;1.06 \A1;3.09 \A1;1.00 \A1;2.76 \A1;8.80 \A1;2.25 \A1;1.30 \A1;1.50 \A1;.98 \A1;1.67 \A1;1.00 \A1;1.30 \A1;1.84 \A1;1.50 \A1;2.00 \A1;1.25 \A1;2.75 \A1;1.50 \A1;1.11 \A1;.43 \A1;.80 \A1;4.86 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.00 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.23 \A1;.25 \A1;8.85 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.50 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.50 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.98 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.05 \A1;1.21 \A1;.25 \A1;.25 \A1;.25 \A1;1.24 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.27 \A1;.25 \A1;.50 \A1;.50 \A1;.88 \A1;1.00 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.42 \A1;3.08 \A1;.05 \A1;.20 \A1;.13 \A1;.15 \A1;.05 \A1;.20 \A1;.13 \A1;.15 \A1;.05 \A1;.20 \A1;.15 \A1;.05 \A1;.20 \A1;.15 \A1;.13 \A1;.13 \A1;1.14 \A1;.05 \A1;.20 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.14 \A1;.10 \A1;.15 \A1;.25 \A1;.17 0+030 DESCANSO 01 5 5 5 5 5 5 5 DESCANSO 02 DESCANSO 03 DESCANSO 04 DESCANSO 05 DESCANSO 06 DESCANSO 07 DESCANSO 08 DESCANSO 09 DESCANSO 10 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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 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 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 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 5 5 5 5 5 5 5 5 5 5 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL CANAL PLUVIAL VIVIENDA EXISTENTE VIVIENDA EXISTENTE PUERTA 1 PUERTA 2 PUERTA 3 PUERTA 4 PUERTA 5 PUERTA 6 PUERTA 7 -4 -3 -2 -1 0 1 2 3 4 3082 3083 3084 3085 GRADERIA 3086 3087 1.14 A A B B C C D D 3082 3083 3084 3085 3086 3087 CORTE A-A 5 5 5 5 -4 -3 -2 -1 0 1 2 3 4 3085 3086 3087 3088 GRADERIA 3089 3090 1.14 CORTE B-B 5 5 5 5 -4 -3 -2 -1 0 1 2 3 4 3090 3091 3092 3093 GRADERIA 3094 3095 1.06 CORTE C-C 5 5 5 3080.00 3096 -4 -3 -2 -1 0 1 2 3 4 3095 3096 3097 3098 GRADERIA 3099 3100 1.06 CORTE D-D 5 5 5 3101 3095 3096 3097 3098 3099 3100 3101 5 5 3090 3091 3092 3093 3094 3095 3096 3085 3086 3087 3088 3089 3090 8737700.00 425200.00 8737700.00 425210.00 425190.00 425180.00 8737700.00 8737700.00 8737690.00 8737680.00 8737670.00 8737660.00 8737650.00 8737640.00 8737630.00 8737690.00 8737680.00 8737670.00 8737660.00 8737650.00 8737640.00 8737630.00 425200.00 425190.00 425180.00 425210.00 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 -4 -3 -2 -1 0 1 2 3 4 3082 3083 3084 3085 GRADERIA 3086 3087 1.14 3082 3083 3084 3085 3086 3087 SECCION A-A 5 5 5 5 5 5 CONCRETO f'c=175 kg/cm2 5 5 5 59 60 61 62 63 64 65 66 5 5 PLANTA ESCALINATAS ESC: 1:75 SECCIONES ESCALINATAS ESC: 1:75 DETALLE CANAL PLUVIAL ESC: 1:10 DETALLE PASO Y CONTRAPASO ESC: 1:10

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	autocad, DWG, file, full, general, kläranlage, map, plant, Project, sections, sewers, show, stairs, technical, treatment plant