Making Work A Rio DWG Block for AutoCAD

Making Work A Rio DWG Block for AutoCAD

Work Making a river. Civil Works. Architectural plan, hydraulic and structural for an intake. Making Steel Works. water catchment structures in rivers. Remove water from river

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

National secretariat, Of the water, Slab perimeter, Plant of balls, Scale, Channel axis, Flow, section, Scale, Replantillo, section, Scale, Replantillo, section, Scale, Replantillo, section, Scale, Replantillo, section, Scale, Cantilever beam, Pilote, Esc., Replantillo, Variable, section, Variable, section, Scale, Column at ends, Scale, Central columns, Scale, Bridge section of maneuvers, Scale, Column, Wall, Beam, Cantilever beam, Beam, Cantilever beam, General plant, Scale, Wing wall, section, Esc., Beam, Beam, Cantilever beam, Bridge of maneuvers, Slab in the background, Bridge slab, Mechinales, Mechinales note, Balls, Mechinales, Replantillo, Replantillo, Replantillo, Dentellon, Section beams, Scale, Section beams:, Scale, section, Esc., Beam, Beam, Cantilever beam, Bridge of maneuvers, Beams:, Beam, Beam, Beam, Beam, Replantillo, Plant: walls, Esc., Plant: walls, Esc., Plant: wall of, Esc., Plant:, Wall of, Wing, Esc., Pilote, Level of balls, Scale, Hook for hoisting, Pile armor, Scale, Pilote, Scale, section, Esc., Beam, Beam, Cantilever beam, Bridge of maneuvers, Slab in the background, Bridge slab, Mechinales, Balls, Mechinales, Channel guarantee, Natural terrain, Channel slab, Water channel, Anchorage, Screen of, Metal tabletop, Light profile, Rule, Limnimetric, Max level, The sin, Developed from, View, It will be used: concrete: steel: f and coating: foundation cm. Cm walls. Cm slabs This plane will be read in conjunction with its similar hydraulic structure: all dimensions elevations are given except where other units are indicated the selected filler material will be compacted a thickness of up to a height equal to half the structure with mechanical machine after this Height will be compacted in layers up to the limit indicated in the plane. This stuffing material will be compacted to the standard proctor as specified in the specifications. Mechinales will be placed for the relief of pressures under it to avoid the migration of soil of fine particles. The surface will be made prior to the construction of said slab of a non-woven type geotextile nt all the edges exposed to the flow should be applied a chamfer of On the other hand geotextile mesh will be type replantillo concrete for the structure will have a resistance of f’c whose thickness will be of cm., N.p.t., N.p.t., Scale format, The thickness of lines are indicated in the strokes, High plasticity clays, Low plasticity clays, High plasticity slime, Low plasticity limos, Limy sand, Poorly graded sand, Sand poorly graduated with limos, Sand well graduated with limos, Dragon’s work, Est., Est., Est., Vincha, Est., Est., Est., Vincha, In columns, Plant: walls, Esc., Pile armor, Scale, Flow, Flow, Column, Wall, Beam, Cantilever beam, Beam, Cantilever beam, Wing wall, Mechinales note, Mechinales, Pvc band, Pvc band on both sides, Pvc band reinforcements, Band pvc, Replantillo, Shoe, Stuffing, Compacted, Overlap, Metallic profile for type tablestaca with sliding joints. Mm mm

Raw text data extracted from CAD file:

Secretaría Nacional del Agua 0.8799999999999955 2.399999999999977 2.399999999999977 2.400000000000034 2.400000000000006 2.400000000000006 2.400000000000006 2.400000000000006 2.400000000000006 1.099999999999994 5 5 5 5 5 5 5 5 5 5 5 5 0.599999999999909 \A1;2.725 \A1;2.725 \A1;2.725 \A1;2.725 5 5 \A1;2.725 \A1;2.725 5 5 5 5 \A1;2.725 \A1;2.725 5 5 PERIMETRO DE LOSA 1 2 3 4 5 6 7 8 9 I H G F E D C B A PLANTA DE PILOTES ESCALA 1=75 2.949999999999989 2.949999999999989 EJE DE CANAL FLUJO 0.5999999999999659 2.950000000000046 2.949999999999931 0.4000000000000004 5 0.7999999999999989 0.7999999999999989 1.199999999999999 d14c/17 \A1;var. de 0.40 a 0.30 \A1;var. de 2.45a0.00 \A1;var. de 0.40a0.30 \A1;var. de 2.58a2.30 d14c/20 d16c/18 d14c/20 \A1;var. d16c/18 d14c/17 \A1;var. de 0.40 a 0.30 \A1;var. de 2.45a0.00 \A1;var. de 0.40a0.30 \A1;var. de 2.58a2.30 d14c/20 d16c/18 d14c/20 \A1;var. d16c/18 2.0 SECCION 2-2 ESCALA 1=50 2.0 REPLANTILLO e=10cm fc'210Kg/cm² d16c/17 \A1;var. de 0.50 a 0.40 \A1;var. de 4.84a2.45 \A1;var. de 0.50a0.40 \A1;var. de 4.86a2.58 d14c/20 d18c/14 d14c/20 d14c/20 \A1;var. d14c/20 d18c/17 d16c/17 \A1;var. de 0.50 a 0.40 \A1;var. de 4.84a2.45 \A1;var. de 0.50a0.40 \A1;var. de 4.86a2.58 d14c/20 d18c/14 d14c/20 d14c/20 \A1;var. d14c/20 d18c/17 \A1;var. de 4.00a2.00 \A1;var. de 4.00a2.00 SECCION 3-3 ESCALA 1=50 REPLANTILLO e=10cm fc'210Kg/cm² 5 1.0 1.0 0.5999999999999659 \A1;2.725 \A1;2.725 2.950000000000102 2.949999999999875 2.950000000000045 2.949999999999875 \A1;2.725 \A1;2.725 0.5999999999999659 4.999999999999943 5 5 5 5 5 5 5 5 5 5 23.89999999999998 5 0.80 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 \A1;0.10 0.80 d22c/20 d22c/20 d22c/20 d20c/18 d16c/25 d18c/22 d18c/22 d22c/20 d22c/20 d22c/20 d20c/18 d16c/25 d22c/20 d22c/20 d22c/20 d22c/20 0.80 0.80 11.99999999999989 2.89999999999992 2.900000000000034 5 5 5 d18c/16 d22c/16 d22c/16 d22c/16 d18c/16 d22c/16 d22c/16 d22c/16 N=+17.00 N=+12.107 SECCION 4-4 ESCALA 1=50 0.9593069732563709 d22c/20 d22c/20 d22c/20 d22c/20 d22c/20 N+17.00 N+12.107 d18c/22 d18c/22 d22c/20 d22c/20 d18c/22 d18c/22 d22c/20 d22c/20 9.399999999999977 6.700000000000102 5 5 5 5 5 5 5 5 50 50 50 d16c/25 d16c/25 REPLANTILLO e=10cm fc'210Kg/cm² N+16.00 N+16.00 5 5 5 0.5999999999999659 \A1;2.725 \A1;2.725 2.950000000000102 2.949999999999875 2.950000000000045 2.949999999999875 \A1;2.725 \A1;2.725 0.5999999999999659 4.999999999999943 5 5 5 5 5 5 0.5999999999998522 5 \A1;0.10 d22c/20 d20c/18 d16c/25 d16c/25 d18c/22 d22c/20 0.8999999999999773 5 5 0.6000000000001364 d22c/20 d20c/18 d16c/25 d16c/25 SECCION 5-5 ESCALA 1=50 5 5 5 0.80 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 \A1;0.10 0.80 d22c/20 d22c/20 d22c/20 d22c/20 d22c/20 d22c/20 0.80 0.80 N=+12.107 d22c/20 d22c/20 d22c/20 d22c/20 d22c/20 N+17.00 N+12.107 N+17.30 d18c/22 d22c/20 d18c/22 d22c/20 d18c/22 d22c/20 d18c/22 d22c/20 d18c/22 d22c/20 9.400000000000034 6.700000000000102 5 1.002340504386154 REPLANTILLO e=10cm fc'210Kg/cm² d14c/20 0.5999999999999659 0.4999999999997158 5 0.5 0.3000000000000114 \A1;variable \A1;variable d14c/20 d16c/18 d14c/20 d18c/15 d14c/20 d16c/18 \A1;variable d14c/20 0.5999999999999659 0.4999999999997158 5 0.5 \A1;variable \A1;variable d14c/20 d16c/18 d14c/20 d18c/15 d14c/20 d16c/18 \A1;variable 4.89300000000128 N+17.00 N+17.30 N+12.107 14.0 SECCION 6-6 ESCALA 1=50 5 5 5 5 A A B B Est.d12c/16 5 Est.d10c/16 VIGA VOLADIZO (A-B-C) PILOTE PILOTE PILOTE ESC. 1=50 7d28 11d28 2d25 4d25 5 5 REPLANTILLO e=10cm fc'210Kg/cm² 0.0999999999999091 0.650000000000091 0.9499999999999884 5 VARIABLE 0.9000000000000625 5 Est.d12c/16 SECCION A-A 0.0999999999999091 0.6500000000000907 0.9499999999999886 5 VARIABLE 0.9000000000000625 0.7500000000000568 2d25 7d28 11d28 SECCION B-B 4d25 4d25 Est.d10c/16 11d28 ESCALA 1=25 ESCALA 1=25 Est.d12c/16 \A1;60 \A1;30 \A1;15 \A1;20 \A1;15 \A1;30 \A1;15 \A1;30 \A1;50 \A1;30 18d20 COLUMNA EN EXTREMOS : 1-2 -263.9428305844954 5 5 5 -263.9428305844954 -263.9428305844954 -263.9428305844954 -263.9428305844954 -263.9428305844954 -263.9428305844954 -263.9428305844954 -263.9428305844954 -263.9428305844954 ESCALA 1=15 22d25 COLUMNAS CENTRALES : 2-3-4 5 5 5 29.99999999999829 15.00000000000057 19.99999999999886 15.00000000000057 29.99999999999829 5 5 29.99999999999829 15.00000000000057 19.99999999999886 15.00000000000057 29.99999999999829 5 5 ESCALA 1=15 SECCION PUENTE DE MANIOBRAS N+22.20 94.99999999993065 20.00000000006708 44.99999999999318 30.00000000000114 14.99999999999773 15.00000000000342 5 5 2d20 2d18 EST.d10c/11 2d20 2d18 EST.d10c/11 4d12 1d18 EST.d12c/15 escala 1=15 6.049999999999898 4.330000000000098 6.0 4.799999999999955 5 5 COLUMNA 1 COLUMNA 2 COLUMNA 3 COLUMNA 4 COLUMNA 5 MURO 1 MURO 2 MURO 3 MURO 4 MURO 5 VIGA 2 VIGA VOLADIZO A VIGA 1 VIGA 1 13.07000000000006 1.549999999999898 0.9000000000001194 4.999999999999886 0.9000000000001194 4.999999999999911 0.9000000000000341 5.000000000000057 0.6000000000000796 VIGA VOLADIZO B VIGA VOLADIZO C 5.379999999999939 5.379999999999995 5 5.379999999999939 5.379999999999995 5 5 5 5 5 5 0.3000000000000398 2.0 4.675 4.675 4.675 4.675 2.0 0.300000000000038 5 5 5 0.5000000000000568 3.500001824173751 5 7.340018905147232 14.0 7.340018907204696 5 5 5 4.0 5 0.4998273146740928 \A1;0.58 \A1;0.40 5 5 N+17.30 N+17.00 N+12.107 N+12.107 N+12.107 N+17.30 N+17.30 N+17.00 N+12.107 N+12.107 N+12.107 N+12.6.47 N+12.6.47 N+12.6.47 N+12.107 N+12.107 N+17.00 N+12.107 N+12.107 2 3 4 5 6 2 3 4 5 6 PLANTA GENERAL ESCALA 1=75 MURO DE ALA 1 MURO DE ALA 2 MURO DE ALA 4 MURO DE ALA 3 1 1 5 21.17999999999998 SECCION 1-1 (FORMA) ESC. 1=75 2 3 4 5 6 N+17.00 N+17.30 N+12.107 4.89020070422518 5 0.5400000000000205 5 21.17999999999991 4.000675568912982 2 3 4 5 6 0.2999999999999829 4.893 0.2999999999997556 5.199999999999989 VIGA 1 0.3000000000000185 1.400000000000091 0.2999999999999545 VIGA 1 VIGA 2 VIGA VOLADIZA (A-B-C) 0.9500000000000459 5 PUENTE DE MANIOBRAS 0.4499999999999744 5 1.59999999999993 N+22.20 5 1.00000000000005 LOSA DE FONDO LOSA DE PUENTE MECHINALES 0.600000000000307 0.3027992957747756 MECHINALES (VER NOTA 3) 0.7500000000001421 0.650000000000091 5 0.75 PILOTES PILOTES MECHINALES MECHINALES 4.999999999999819 REPLANTILLO e=10cm fc'210Kg/cm² REPLANTILLO e=10cm fc'210Kg/cm² REPLANTILLO e=10cm fc'210Kg/cm² DENTELLON 0.7999999999999972 0.3999999999997641 N+16.00 5 60 40 30 140 -321.5327306015048 -321.5327306015048 6d20 Est.d10c/20 SECCION VIGAS : 1 2d18 ESCALA 1=15 -319.9768007876755 -319.9768007876755 8d20 Est.d10c/20 SECCION VIGAS: 2 ESCALA 1=15 5 21.17999999999998 0.80 5 SECCION 1-1 ESC. 1=50 d22c/20 d22c/20 4 5 N+17.00 N+17.30 N+12.107 4.890200704225151 5 4 5 5.199999999999989 VIGA 1 0.3000000000000114 1.400000000000091 0.2999999999999545 VIGA 1 VIGA 2 VIGA VOLADIZA (A-B-C) 0.9500000000000455 5 PUENTE DE MANIOBRAS 0.4499999999999886 5 1.599999999999915 N+22.20 d22c/20 d22c/20 d22c/20 d22c/20 d22c/20 0.80 0.80 d22c/16 d18c/16 d18c/16 d22c/16 5 1.000000000000057 5 5 5 5 5 3d20 3d20 3d20 3d20 3d20 3d20 VIGAS: 1 (30x140) Est.d10c/20 1.297743806929305 1.297743806929305 2d18 2d18 2d18 5 23.89999999999998 5 5 5 5 5 4d20 4d20 4d20 4d20 4d20 4d20 VIGA 2 (60x40) Est.d10c/20 VIGA 2 (60x40) Est.d10c/20 VIGA 2 (60x40) Est.d10c/20 VIGA 2 (60x40) Est.d10c/20 0.60 0.60 0.650000000000091 5 0.7499999999999991 0.0999999999998522 5.399999999999295 5 2.399999999999864 2.399999999999977 2.400000000000063 2.399999999999977 5 2.400000000000006 2.399999999999977 2.400000000000034 1.10000000000008 5.390000000000043 10.99000000000001 10.98999999999998 6.748432577062804 6.748432577062793 6.748432577062829 6.748432577062829 5 50 50 REPLANTILLO e=10cm fc'210Kg/cm² N+16.00 21.17999999999992 5 0.40 0.40 0.40 0.80 0.80 5.25 d16c/25 d16c/25 d16c/25 d16c/25 d16c/25 d16c/25 d22c/20 d20c/18 PLANTA: MUROS 1-5 ESC. 1=50 14.61999999999998 12.87999999999997 5 5 5 5 0.900000000000091 0.80 0.80 PLANTA: MUROS 2-3-4 ESC. 1=50 d22c/20 d18c/22 d22c/20 d18c/22 d18c/22 d18c/22 5d22 5.379999999999995 5.379999999999995 N+12.6.47 N+12.107 3.999999999999943 d14c/20 5 d14c/20 d16c/18 d18c/14 d14c/17 d16c/17 0.3000000000000114 2.0 5 PLANTA: MURO DE ALA-1-2 5.379999999999995 5 ESC. 1=50 N+12.107 0.6000000000000227 4.000001079425047 0.5 5 30 0.4992550998007346 1.200000002057393 5 PLANTA: MURO DE ALA 3-4 4.950000000000045 7.340018905155773 ESC. 1=50 d18c/15 d14c/20 d14c/20 0.5000000000000568 15.42999999999989 4.604999999999848 11.625 10.98999999999992 10.99000000000004 L=12.00 5 0.4999999999999432 0.3600000000000136 0.10 0.65 0.95 0.90 0.10 0.65 0.95 0.90 0.75 \A1;0.60 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.60 \A1;0.50 \A1;0.50 \A1;4.89 \A1;14.00 5 5 N+12.107 (LOSA DE CIMENTACION) PILOTE 5 5 N+11.457 NIVEL DE PILOTES ESCALA 1=25 0.20 0.30 0.15 5 15.00 5 -299.9206940842502 -299.9206940842502 -299.9206940842502 5 5 5 5 5 3.11 5 5 3.11 5 5 5 d8c/3 d8c/5 d8c/8 d8c/15 d8c/3 d8c/5 d8c/8 d8c/15 gancho para izaje d18 gancho para izaje d18 Mc-100 d20 ARMADURA DE PILOTE d28 ESCALA 1=25 Mc-101 d20 5 8d20 Est.d12 PILOTE ESCALA 1:10 7 \A1;30 \A1;15 \A1;20 \A1;15 \A1;30 \A1;30 \A1;15 \A1;20 \A1;15 \A1;30 \A1;95 \A1;20 \A1;45 \A1;30 \A1;15 \A1;15 0.45 0.60 0.50 0.50 0.50 0.30 0.30 0.30 0.30 0.50 0.50 0.50 . 1.70 0.75 1.70 1.37 11.33 6.30 1.10 0.45 14.62 12.88 0.90 \A1;45 \A1;50 \A1;90 \A1;30 \A1;15 \A1;15 \A1;15 \A1;15 \A1;110 \A1;110 \A1;30 \A1;15 0.50 0.50 65 75 10 50 \A1;0.88 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;1.10 \A1;0.60 \A1;2.95 \A1;2.95 0.60 2.95 2.95 8.54 16.00 5 5 SECCION 1-1 (FORMA) ESC. 1=75 2 3 4 5 6 N+17.00 N+17.30 N+12.107 5 5 5 5 5 5 2 3 4 5 6 5 5 5 5 VIGA 1 5 5 5 VIGA 1 VIGA 2 VIGA VOLADIZA (A-B-C) 5 5 PUENTE DE MANIOBRAS 5 5 5 N+22.20 5 5 LOSA DE FONDO LOSA DE PUENTE MECHINALES 5 5 5 5 5 5 PILOTES PILOTES MECHINALES \A1;6.00 21.18 4.89 0.30 0.54 10.76 21.18 4.00 0.30 4.89 0.30 5.20 0.30 1.40 0.30 0.95 4.50 0.45 0.20 1.60 0.40 1.00 0.60 0.30 0.75 0.65 0.50 0.75 BERMA DEL CANAL TERRENO NATURAL SOLERA DEL CANAL N+12.106 N+12.107 N+17.00 N+16.00 2 1 S=5% N+16.00 N+16.00 (Q=0) AGUA CANAL N+17.30 N+17.30 N+17.00 ANCLAJE PANTALLA (LAMINA DE POLIETILENO) TABLESTACADO METÁLICO DE PERFIL LIVIANO PROF=8.00M H=150MM E=10MM 1 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 2 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 REGLA LIMNIMÉTRICA 1.50 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 3 2.9 3.1 3.2 3.3 2.4 3.5 3.6 3.7 3.8 4 3.9 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 5 4.9 5.1 5.2 NIVEL MAX. 10.76 10.76 6.05 4.33 6.00 4.80 21.18 2.30 18.70 2.30 27.80 4.00 4.00 21.18 23.90 1.55 \A1;0.90 5.00 0.90 5.00 0.90 5.00 0.60 5.38 5.38 5.38 5.38 0.30 2.00 2.00 0.30 0.50 3.50 1.20 5.70 14.00 5.70 1.20 4.00 6.05 4.33 6.00 4.80 13.07 \A1;0.50 \A1;0.60 \A1;0.34 \A1;0.50 \A1;0.50 21.18 4.89 5.20 0.30 1.40 0.30 0.95 0.45 1.60 1.00 1.30 1.30 1.40 23.90 0.65 0.75 0.10 5.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 1.10 5.39 10.99 10.99 6.75 6.75 6.75 6.75 2.00 2.00 \A1;0.60 \A1;2.95 \A1;2.95 \A1;2.95 \A1;2.95 \A1;0.60 \A1;5.00 \A1;0.60 \A1;0.90 \A1;0.60 9.40 6.70 1.00 \A1;1.00 1.00 \A1;0.60 \A1;2.95 \A1;2.95 \A1;2.95 \A1;2.95 \A1;0.60 \A1;5.00 23.90 \A1;12.00 \A1;2.90 \A1;2.90 0.96 9.40 6.70 \A1;0.80 \A1;2.00 \A1;2.80 \A1;4.50 \A1;1.70 0.70 0.75 6.05 4.33 6.00 4.80 13.07 1.55 \A1;0.90 5.00 0.90 5.00 0.90 5.00 0.60 5.38 5.38 5.38 5.38 0.30 2.00 2.00 0.30 0.50 3.50 7.34 14.00 7.34 4.00 \A1;0.50 21.18 4.89 0.54 4.00 0.30 4.89 0.30 5.20 0.30 1.40 0.30 0.95 0.45 1.60 1.00 0.60 0.30 0.75 0.65 0.50 0.75 5.00 21.18 5.25 14.62 12.88 0.90 \A1;5.38 \A1;5.38 \A1;4.00 \A1;0.30 \A1;2.00 \A1;5.38 \A1;0.60 \A1;4.00 \A1;0.50 \A1;4.44 \A1;0.50 \A1;1.20 \A1;4.95 \A1;7.34 0.50 15.43 4.61 11.63 10.99 10.99 0.50 0.36 \A1;c \A1;a -2.92770888433152 -2.92770888433152 j h b \A1;a -7.138186384120711 \A1;DB 3.50 1.00 la espiral, sin gancho(s) a=longitud desarrollada de A VISTA A-A j i A h \A1;50 \A1;7 0.10 SE UTILIZARA: HORMIGON: f`c = 280 Kg/cm2 (estructura) ACERO: fy = 4200 Kg/cm2 RECUBRIMIENTO: CIMENTACION 7 cm. MUROS 5 cm. LOSAS 3 cm. 1. Este plano se leerá conjuntamente con su similar de estructura hidráulica: TDV-ED-HTV-OTD 2.- Todas las dimensiones y elevaciones estan dadas en metros, excepto donde se indique otras unidades 3. El material de relleno seleccionado sera compactado a un espesor de 0.15 m hasta una altura igual a la mitad de la estructura con maquina mecanica (sapo y/o saltarin), luego de esta altura sera compactado en capas de 0.30 m hasta el limite indicado en el plano. Este material de relleno sera compactado al 100 % del Proctor estandar o segun lo indicado en las especificaciones. 4. Se colocaran mechinales para el alivio de presiones bajo la losa; para evitar la migración de suelo de particulas finas a la superficie se hará el tendido previo a la construcción de dicha losa de un geotextil de tipo no tejido NT 4000. 5.En todas las aristas expuestas al flujo deberá aplicarse un chaflán de 0.025 m por lado 6.La malla de geotextil será tipo NT40. 7.El hormigón de replantillo para la estructura tendrá una resistencia de f'c = 210 kg/cm2 y su espesor será de 10 cm. 0.95 +0.00 N.P.T. +0.00 N.P.T. \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;1.20 21.18 0.80 0.40 +1600.00 +2000.00 \A1;21.18 \A1;0.88 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;1.10 \A1;21.18 \A1;23.90 \A1;0.60 \A1;2.95 \A1;2.95 \A1;2.95 \A1;2.95 \A1;0.60 \A1;23.90 0.88 2.40 4.89 \A1;6.00 12.00 21.18 0.20 0.40 \A1;12.00 \A1;2.90 \A1;3.35 \A1;2.90 \A1;3.35 \A1;12.00 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 0.75 4.50 \A1;0.90 \A1;5.00 \A1;0.90 \A1;5.00 \A1;0.90 \A1;5.00 \A1;5.94 \A1;0.90 \A1;0.90 \A1;1.00 \A1;0.75 \A1;12.00 9.40 \A1;0.50 \A1;0.50 0.60 10.15 6.30 0.50 0.75 \A1;10.76 \A1;2.30 \A1;5.74 \A1;4.82 2.00 9.40 5.00 5.00 5.00 5.00 0.90 0.90 0.90 \A1;0.60 \A1;0.60 \A1;0.60 \A1;1.00 \A1;2.90 \A1;2.90 \A1;0.90 \A1;0.90 \A1;5.00 \A1;0.90 \A1;5.00 \A1;0.90 \A1;5.00 \A1;0.75 \A1;4.89 \A1;4.49 \A1;0.40 \A1;12.00 21.18 23.90 10.76 10.76 6.05 4.33 6.00 4.80 21.18 2.30 18.70 2.30 1.20 1.20 31.08 4.00 4.00 \A1;0.50 \A1;6.00 0.30 10.76 0.20 0.40 1.68 4.50 \A1;0.60 FORMATO A1 ESCALA 1=100 EL GROSOR DE LINEAS ESTAN INDICADAS EN LOS TRAZOS CL CH MH CH SM SP-SM CL 80/10cm 7 7 2 4 4 8 8 8 8 17 14 0 4 19 12 22 21 24 34 32 45 39 64 29 63 P02 CH Arcillas de Alta Plasticidad CL Arcillas de Baja PLasticidad MH Limos de Alta PLasticidad ML Limos de Baja PLasticidad SM Arenas Limosas SP Arena Mal Graduada SP-SM Arena Mal Graduada con Limos SW-SM Arena Bien Graduada con Limos OBRA DE TOMA DAULE E=617433.1901 N=9833725.0302 Mc-200 Mc-201 Mc-200-201 Mc-200-201 Mc-203 Mc-203 Mc-203-204-205 Mc-204 Mc-204 Mc-205 Mc-205 Mc-206 Mc-207 Mc-208 Mc-206-207-208 Mc-206-207-208 Mc-206-207-208 Mc-206-207-208 Mc-206-207-208 Mc-206-207-208 Mc-206-207-208 Mc-206-207-208 Mc-209 Mc-210 Mc-211 Mc-209 Mc-210 Mc-211 Mc-209-210-211 Mc-100-101 Mc-102 Mc-300 Mc-300 Mc-300 Mc-300 Mc-300 Mc-300 Mc-300 Mc-300 Mc-300 Mc-300 Mc-300 Mc-300 Mc-302 Mc-300 Mc-300 . Mc-301 Mc-300 Mc-304 Mc-305 Mc-303 Mc-302-304 Mc-304-303-305 Mc-353-354-356 Mc-350 Mc-351 Mc-350 Mc-352-355 Mc-352-355 Mc-353-354-356 Mc-352-355 Mc-352-355 Mc-353-354-356 Mc-353-354-356 Mc-351 Mc-357 Mc-357 Mc-358 Mc-357 Mc-358 Mc-400 Mc-401 Mc-402 Mc-404 Mc-405 Mc-406 Mc-407 Mc-408 Mc-409 Mc-400-401-402 Mc-407-408-409 Mc-404-405-406 Mc-410 Mc-450 Mc-451 Mc-452 Mc-453 Mc-450-451-452 Mc-453-454-455 Mc-454 Mc-455 Mc-456 Mc-500 Mc-501 Mc-502-503-504 Mc-505-506-507 Mc-456 Mc-456 Mc-456 Mc-456 Mc-410 Mc-550 Mc-551 Mc-550 Mc-551 Mc-553 Mc-552 Ø12c/20 Mc-554 Mc-550 Mc-552 Mc-555 Mc-555 Mc-552 Mc-553 Mc-557 Mc-556 Mc-556-557 Mc-600 Mc-601 Est. Ø10c/15 5 Mc-601 Est. Ø10c/15 Mc-602 Est. Ø10c/15 Mc-603 Vincha Ø10c/15 Mc-650 Mc-651 Est. Ø10c/15 Mc-652 Est. Ø10c/15 Mc-651 Est. Ø10c/15 Mc-653 Vincha Ø10c/15 Mc-700 Mc-700 Mc-701 Mc-701 Mc-702 Mc-703 Mc-704 Mc-704 Mc-705 Mc-750 Mc-750 Mc-751 Mc-751 Mc-752 Mc-753 Mc-754 Mc-754 Mc-755 EN COLUMNAS 2-3-4 EN COLUMNAS 1 Y 5 Mc-800 Mc-801 Mc-802 Mc-803 Mc-800 Mc-801 Mc-802 Mc-803 Mc-804 Mc-804 Mc-803 Mc-804 Mc-805 Mc-806 Mc-807 Mc-803-808 Mc-803-808 Mc-804 Mc-805 Mc-806 Mc-807 Mc-803-808 Mc-803-808 Mc-804 Mc-853 Mc-851 Mc-850 Mc-852 Mc-853 Mc-855 Ø18c/15 Mc-854 Mc-850 Mc-853 Mc-853 Mc-853 Mc-851 Mc-850 Mc-852 Mc-853 Mc-853 Mc-853 5 5 5 5 5 5 5 0.80 0.80 PLANTA: MUROS 2-3-4 ESC. 1=50 d22c/20 d18c/22 d22c/20 d18c/22 d18c/22 d18c/22 5d22 L=12.00 Mc-302-304 Mc-304-303-305 Mc-302-304 Mc-304-303-305 Mc-302-304 Mc-304-303-305 Mc-302-304 Mc-304-303-305 Mc-302-304 Mc-304-303-305 5 19.00 5 Mc-100 d20 ARMADURA DE PILOTE ESCALA 1=25 5 5 FLUJO S=0.00009 FLUJO S=0.00009 N+12.106 N+12.107 N+17.00 S=2% S=2% S=2% 5 5 5 5 5 5 COLUMNA 1 COLUMNA 2 COLUMNA 3 COLUMNA 4 COLUMNA 5 MURO 1 MURO 2 MURO 3 MURO 4 MURO 5 VIGA 2 VIGA VOLADIZO A VIGA 1 VIGA 1 5 5 5 5 5 5 5 5 5 VIGA VOLADIZO B VIGA VOLADIZO C 5 5 5 5 5 5 5 5 5 5 5 5 5 4.675 4.675 4.675 4.675 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;0.58 \A1;0.40 5 5 5 5 N+17.30 N+17.00 N+12.107 N+12.107 N+12.107 N+17.30 N+17.30 N+17.00 N+12.107 N+12.107 N+12.107 N+12.6.47 N+12.6.47 N+12.6.47 N+12.107 N+12.107 N+17.00 N+12.107 N+12.107 2 3 4 5 6 2 3 4 5 6 MURO DE ALA 1 MURO DE ALA 2 MURO DE ALA 4 MURO DE ALA 3 1 1 MECHINALES (VER NOTA 3) MECHINALES Mc-851-852 Ø18C/15 BANDA DE PVC e=15cm BANDA DE PVC e=15cm BANDA DE PVC e=15cm BANDA DE PVC e=15cm BANDA DE PVC e=15cm BANDA DE PVC e=15cm BANDA DE PVC e=15cm en ambos lados BANDA DE PVC e=15cm en ambos lados BANDA DE PVC e=15cm en ambos lados \C3;DETALLE A REFUERZOS DE BANDA PVC \H0.62498x;\C7;E\fArial|b0|i0|c204|p34;SCALA 1 : \fArial|b0|i0|c0|p34;15 Mc811-1ø10(x2) BANDA PVC Mc812-W-90ø6c/20 5 d12c/8 5 d12c/15 14.50 d12c/20 REPLANTILLO e=10cm fc'210Kg/cm² Mc102 Mc103 Mc104 Mc-101 d20 5 5 ZAPATA RELLENO COMPACTADO TRASLAPE Mc-215 Mc-216 Perfil metálico para tablestaca tipo con juntas deslizantes. PROF.= 8 m , H =150 mm E= 10 mm Mc-500 Mc-505 Mc-506 Mc-507 Mc-501 Mc-502 Mc-503 Mc-504

Language	N/A
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	architectural, autocad, block, civil, distribution, DWG, fornecimento de água, hydraulic, intake, kläranlage, l'approvisionnement en eau, making, plan, rio, river, structural, supply, transfer, treatment plant, wasserversorgung, water, work, works