Plans Irrigation Canal DWG Plan for AutoCAD

Plans Irrigation Canal DWG Plan for AutoCAD

Plans for the construction of an irrigation canal; Details; plants; cuts; progressive

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

Datum elev, Group, Section, Rto, Rto, Rto, Rto, Rto, Rto, Rio huillcamayo, Just river, Channeling walls, Capturing grid, Rio huillcamayo, Just river, Km., Km., Scraper channel, Bocatoma shaft, Intake gate, Armor type, model, model, Diaphragm gate, Armor type, Antechanal, Lc m., Tg m., Tg m., Lc m., Msnm., Km. Main of, Km., Km., Lateral dump of excesses, Antechanal, pipeline, Catchment pond, Purge channel, model, Purge gate, Armor type, Shredder, Km., general plant, scale:, Plani altimetrica, Tg m., Lc m., Tg m., Lc m., End channel, Km., section, Rio huillcamayo, Just river, scale:, Protection fencing, Stone, maximum size, Dry set, Anchor bolts, Capturing grid, Concrete cycle, F.c., Slab operating slab, Antechamber shaft, Intake gate, Diaphragm gate, Reinforced concrete f’c, Capturing grid, Fc, Reinforced concrete, N.a. Maximum avenue, section, scale:, section, Reinforced concrete, Fc, Slab operating slab, Diaphragm gate, Scraper channel, Fc, Reinforced concrete, Delivery of water to the huillcamayo river, Protection fencing, Dry stone, minimum size, section, scale:, Antechanal, Lateral dump of excesses, Fc, Simple concrete, Channel of evacuation of excesses, Delivery to, Huillcamayo river, Protection plaster, Dry stone, Minimum size m., Rio huillcamayo, Simple concrete, Fc, section, scale:, Bocatoma, Bocatoma, Rto, Back screen, Rto, Rto, Front display, section, scale:, Fc, Simple concrete, Purge channel, section, scale:, Fc, Reinforced concrete, Catchment pond, section, scale:, Fc, Simple concrete, Antechanal after km., Fc, Reinforced concrete, Antechamber to km., scale:, section, Water stop, Together with, Water stop, Together with, Water stop, Reinforced concrete f’c, scale:, section, section, scale:, Dry stone, minimum size, Protection fencing, Simple concrete, Purge channel, Fc, Purge gate, Reinforced concrete, Fc, Reinforced concrete, Fc, Input transition, Antechanal, Sandblasting well, Purge gate, model, Armor type, Fc, Reinforced concrete, Driving line, Catchment pond, dump, section, scale:, Channeling wall, Protection fencing, Scraper channel, Antechanal, Reinforced concrete, Fc, section, scale:, scale:, Wall type, Rto, Wall type ii, Rto, Back screen, Rto, Front display, Concrete specifications:, chap, Slump, Max, chap, Slump, chap, Slump, Max, Technical specifications:, Max, Slump, Reinforced concrete:, reinforcing steel:, ground:, Overlaps: of reinforcement, The aggregates for the design of mixtures should be clean free of impurities, overload:, Shoe coverings cm, Coatings in cm, Technical specifications:, Overlaps: of reinforcement, The aggregates for the design of mixtures should be clean free of impurities, reinforcing steel:, Reinforced concrete:, Max, Slump, chap, Slump, chap, Max, chap, Max, Slump, The aggregates for the design of mixtures should be clean free of impurities, Overlaps: of reinforcement, Technical specifications:, Slump, reinforcing steel:, Slump, Max, chap, Max, chap, Slump, Max, chap, Reinforced concrete:, Concrete cycle:, E.g., scale:, Varies from, Varies from, plant, Concrete wall cycling, Mts. of thickness, Concrete wall cyclopeo.g., section, section, Varies from, Stone masonry, Cyclopean concrete e.g., section, Concrete wall cycling, section, Mts. of thickness, plant, section, Stone masonry, Varies from, Broken nº, observations, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, Broken nº, observations, Broken nº, At km, Fast, Km., Reinforced concrete f’c, Km., Pvc pipe, Natural terrain profile, section, Typical take, plant, Type armcoiler, Pvc tube, Inspection box, concrete, scale:, Inspection box, tube of, Hook of, Perspective view, N.t.n., Welded mesh, Wall of the, Niv Water, box, Lower end, Pvc salt adapter, Elbow, Nipple fºg, Pipe pvc salt, N.t.n., concrete, cut, concrete, tube of, Hook of, tube of, cut, Overflow, Ventilation pipe, Background projection, Pipe of, Overflow of pvc sap, Vent pipe, Pvc sap, Input pipe, Outlet pipe, Hook of, Reinforced concrete cover, Steel, Reinforced concrete, Background projection, Side take, concrete, Inspection box, Pvc tube, gate, cut, concrete, Hook of, tube of, Profiles in mm, Mm metal sheet, Pipe of, cut, tube of, concrete, Metal gate type card, Metal gate, Tipi cover

Raw text data extracted from CAD file:

2.82 1.00 3.00 5.00 .50 2.50 3.00 .2 1.0 .2 1.50 1.50 35° .20 42° .2 1.5 .2 .5 9.50 2.00 13.90 35° 42° 1.00 .6 .5 .81 .50 .4 .5 1.50 3.05 2.00 1.00 2.83 1.00 3.00 5.00 12.07 1.50 .50 .50 .50 .75 1.85 2.00 1.50 4.40 1.00 1.00 1.00 .30 .50 .40 .35 .20 3.71 .7 .1 .4 .2 4.00 4.01 .75 .50 .50 5.00 15.00 .25 3.35 .50 5.40 5.90 3.90 .50 1.00 .50 2.00 .70 .30 1.25 .20 .30 .20 1.00 .20 .30 .30 .75 .20 .30 .20 .10 .70 .50 .30 55.00 1.50 .20 .60 .65 .20 .40 .20 .80 4.20 1.25 0.20 .25 .50 1.00 1.00 .60 4.00 .60 .20 1.00 a 1.25 (Variable) .20 .20 DATUM ELEV 1.0 0 0 0.0 GROUP SECTION 10.0 10.0 0.0 \A1;Ø3/8" 1@0.05, 14 @ 0.25 Rto @ 0.30 \A1;Ø1/2" 1@0.05, 14 @ 0.20 Rto @ 0.30 \A1;0.25 \A1;5.40 \A1;0.50 \A1;0.65 \A1;0.45 \A1;2.25 \A1;3.35 \A1;5.90 \A1;2.20 \A1;0.50 \A1;0.20 \A1;Ø5/8"@ 0.20 \A1;2.20 \A1;0.20 \A1;0.30 \A1;Ø 5/8"@0.20 \A1;5.90 \A1;1.70 \A1;Ø3/8" 1@0.05, 14 @ 0.25 Rto @ 0.30 \A1;0.10 \A1;0.10 \A1;5.90 \A1;Ø1/2" 1@0.05, 14 @ 0.20 Rto @ 0.30 \A1;0.45 \A1;0.50 \A1;Ø 3/8"@ 0.45 \A1;0.45 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.30 45° 45° 45° 2.93 12.07 5.00 3.00 20.00 .39 .39 3.55 3.55 2.93 2.38 30.38 29.75 4.92 .40 .10 .10 .30 .10 1.00 .20 .20 1.00 .20 .60 .20 .20 .40 .20 .20 .40 .20 .20 1.25 .30 .20 .20 1.50 .20 .50 .10 .30 .10 1.19 a 1.69 (Variable) 1.00 1.00 5.00 .20 .20 1.39 .10 .40 1.25 .20 1.00 .20 .60 9.50 1.25 .35 1.00 .55 .35 .10 .30 .30 .60 .50 .25 .20 .20 1.00 .30 .30 .44 .60 .59 .30 .20 2.00 .44 .2 .40 .2 .1 .1 .30 .1 1.25 .20 1.18 (Valor máximo) 0.50 (Valor mínimo) .70 .10 .20 1.00 .50 4.04 \A1;0.50 \A1;0.45 \A1;4.05 \A1;4.50 \A1;1.65 \A1;0.35 \A1;2.50 \A1;Ø3/8" 1@0.05, 15 @ 0.15 Rto @ 0.20 \A1;Ø3/8" 1@0.05, 10 @ 0.30 Rto @ 0.35 .15 .20 \A1;4.50 .37 .15 .08 .45 \A1;Ø3/8" 1@0.05, 15 @ 0.15 Rto @ 0.20 \A1;0.25 \A1;0.35 \A1;0.30 \A1;0.15 \A1;0.45 \A1;Ø3/8" 1@0.05, 10 @ 0.30 Rto @ 0.35 \A1;Ø3/8" @0.15 \A1;Ø1/2" @0.15 RIO HUILLCAMAYO So río = 4.5% 5 5 5 5 5 5 5 MUROS DE ENCAUZAMIENTO REJILLA DE CAPTACION RIO HUILLCAMAYO So río = 4.5 % 5 5 5 5 1 1 2 2 KM. 00+000 CR=2838.610 (Antecanal) CR=2838.110 (Canal Desripiador) 5 CR=2837.010 KM. 00+55 5 a1 4 4 7 7 CANAL DESRIPIADOR 5 EJE DE BOCATOMA COMPUERTA DE ADMISION TIPO ARMCO MODELO 10-00 0.40x0.40 MODELO 10-00 COMPUERTA DESRIPIADORA 0.30x0.30 TIPO ARMCO 2839.30 ANTECANAL R = 2.0 m. Lc = 1.222 m. Tg = 0.631 m. a1\H1.333x;= 35° So = 2% So = 0.5% R = 2.0 m. Tg = 0.768 m. Lc = 1.466 m. a2\H1.333x;= 42° a2 5 5 5 5 5 5 5 CR=2837.405 msnm. KM. 00+000 (Conducción Pincipal de Riego) 5 5 6 6 KM. 00+72.80 CR=2838.246 CR=2838.266 KM. 00+68.80 VERTEDERO LATERAL DE DEMASIAS ANTECANAL 8 8 13 12 13 9 9 10 10 11 11 .2 1.0 .2 5.00 1.00 TUBERIA PVC-SAP d = 14" POZA DE CAPTACION CANAL DE PURGA MODELO 10-00 COMPUERTA DE PURGA 0.30x0.30 TIPO ARMCO DESARENADOR 12 CR=2838.145 KM. 00+92.99 PLANTA GENERAL ESCALA: 1/200 DISPOSICION PLANI ALTIMETRICA 5 So = 0.5% R = 2.0 m. Tg = 0.631 m. Lc = 1.222 m. a1\H1.333x;= 35° 13.90 Tg = 0.768 m. Lc = 1.466 m. a2\H1.333x;= 42° R = 2.0 m. 2838.610 46 0 a1 45.369 46.591 a2 88.192 89.658 43 18 5 2838.145 92.99 FIN CANAL 106.89 KM. 0+000 SECCION 1-1 RIO HUILLCAMAYO So río = 4.5% ESCALA: 1/125 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 5 5 5 5 5 5 .29 .15 .21 5 5 5 5 5 5 .35 .15 5 5 5 5 ENROCADO DE PROTECCION Piedra Tamaño mínimo = 0.50m. Tamaño máximo = 0.70m. Asentada en seco 2839.650 2839.80 2839.30 30º PERNOS DE ANCLAJE 1/2" x 0.30 @ 0.50m. REJILLA DE CAPTACION PL 1/2" x 1"; 2@1" 5 CONCRETO CICLOPEO f'c = 140 kg/cm2 + 40% P.G. 5 5 5 5 5 .30 5 5 5 5 5 .1 .3 .1 2838.61 2839.56 2838.11 LOSA DE OPERACION DE COMPUERTAS Eje de Antecanal 5 5 COMPUERTA DE ADMISION COMPUERTA DESRIPIADORA CONCRETO ARMADO f'c = 210 Kg/cm2 5 5 5 .35 .06 .29 .15 .15 2838.61 2839.65 2838.86 2839.36 REJILLA DE CAPTACION 5 5 5 5 5 5 5 2837.80 f'c = 210 kg/cm2 CONCRETO ARMADO 2843.70 5 5 5 5 5 2839.30 2839.80 So=5% 5 N.A. máxima avenida SECCION 2-2 ESCALA: 1/125 ESCALA: 1/50 SECCION 3-3 5 5 5 5 5 5 5 CONCRETO ARMADO f'c = 210 Kg/cm2 Losa de Operación de Compuertas COMPUERTA DESRIPIADORA 5 5 5 5 5 5 2838.110 CANAL DESRIPIADOR 5 5 So = 2% f'c = 175 Kg/cm2 CONCRETO ARMADO 1 1 1 1 5 2837.010 Entrega de agua al Río Huillcamayo 5 55.00 5 ENROCADO DE PROTECCION Piedra asentada en seco Tamaño mínimo = 0.25m. SECCION 5-5 ESCALA: 1/50 2838.256 2838.856 2837.00 1 1 5 5 5 5 5 5 5 5 ANTECANAL VERTEDERO LATERAL DE DEMASIAS 5 0.20 f'c = 175 Kg/cm2 CONCRETO SIMPLE 5 5 5 CANAL DE EVACUACION DE DEMASIAS 5 Entrega al Río Huillcamayo Enrocado de Protección Piedra asentada en seco Tamaño mínimo = 0.25 m. RIO HUILLCAMAYO CONCRETO SIMPLE f'c = 175 Kg/cm2 5 5 5 5 1.00 a 1.25 (Variable) 5 5 C L SECCION 6-6 ESCALA: 1/50 2836.00 1.000000000000 595514.8711767268 8486928.966616080 46.000000000000 1.00 2.00 BOCATOMA 1 2840.695240000000 2837.00 1.000000000000 595514.8711767268 8486903.433952463 35.400000000000 1.00 2.00 BOCATOMA 2 2844.468490000000 2837.00 1.000000000000 595513.5263398286 8486872.525992223 65.900000000000 1.00 2.00 BOCATOMA2 3 2841.652430000000 2837.00 1.000000000000 595513.5263398286 8486845.649502896 12.400000000000 1.00 2.00 BOCATOMA2 4 2843.154230000000 2833.00 1.000000000000 595517.5608505231 8486818.773013565 14.800000000000 1.00 2.00 BOCATOMA2 5 2841.830840000000 2835.00 1.000000000000 595520.2505243193 8486787.865053329 12.400000000000 1.00 2.00 BOCATOMA2 6 2837.490960000000 2836.00 1.000000000000 595518.9056874212 8486759.644741402 8.800000000000 1.00 2.00 BOCATOMA2 7 2841.073240000000 2834.00 1.000000000000 595642.6306611938 8486932.998090102 8.800000000000 1.00 2.00 BOCATOMA2 8 2842.159480000000 2835.00 1.000000000000 595634.5616398049 8486903.433952463 26.846790000000 1.00 2.00 BOCATOMA2 9 2842.429600000000 2831.00 1.000000000000 595639.9409873976 8486869.838343915 14.400000000000 1.00 2.00 BOCATOMA2 10 2840.746890000000 2834.00 1.000000000000 595634.5616398049 8486837.586557966 9.400000000000 1.00 2.00 BOCATOMA2 11 2840.992890000000 2834.00 1.000000000000 595625.1477815179 8486810.710068635 8.500000000000 1.00 2.00 BOCATOMA2 12 2837.391130000000 2833.00 1.000000000000 595621.1132760376 8486779.802105285 9.400000000000 1.00 2.00 BOCATOMA2 13 2840.648790000000 2837.00 2838.00 2839.00 2840.00 2841.00 .00 4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00 40.00 44.00 48.00 2838.00 2839.00 2840.00 2841.00 2842.00 2843.00 2844.00 2845.00 .00 4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00 2838.00 2839.00 2840.00 2841.00 2842.00 .00 4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00 40.00 44.00 48.00 52.00 56.00 60.00 64.00 2838.00 2839.00 2840.00 2841.00 2842.00 2843.00 2844.00 .00 4.00 8.00 12.00 2834.00 2835.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 2842.00 .00 4.00 8.00 12.00 16.00 2836.00 2837.00 2838.00 .00 4.00 8.00 12.00 2837.00 2838.00 2839.00 2840.00 2841.00 2842.00 .00 4.00 8.00 2835.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 2842.00 2843.00 .00 4.00 8.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 2842.00 2843.00 .00 4.00 8.00 12.00 16.00 20.00 24.00 28.00 2832.00 2833.00 2834.00 2835.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 .00 4.00 8.00 12.00 16.00 2835.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 .00 4.00 8.00 2835.00 2836.00 2837.00 2838.00 .00 4.00 8.00 2834.00 2835.00 2836.00 2837.00 2838.00 2839.00 2840.00 2841.00 .00 4.00 8.00 1 2 3 3 f 5/8" @ 0.20 f 5/8" @ 0.20 f 3/8" @ 0.45 Ø3/8" 1@0.05, 14 @ 0.25 Rto @ 0.30 Ø1/2" 1@0.05, 14 @ 0.20 Rto @ 0.30 f 1/2" @ 0.125 f 1/2" @ 0.14 f 1/2" @ 0.14 f 1/2" @ 0.15 5 5 5 5 5 5 5 5 5 5 PANTALLA POSTERIOR 5 Ø5/8"@ 0.20 5 5 5 Ø 5/8"@0.20 5 5 Ø3/8" 1@0.05, 14 @ 0.25 Rto @ 0.30 5 5 5 Ø1/2" 1@0.05, 14 @ 0.20 Rto @ 0.30 PANTALLA FRONTAL 5 5 Ø 3/8"@ 0.45 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8" @ 0.15 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.15 2837.305 L C SECCION 12-12 ESCALA: 1/25 f'c = 175 Kg/cm2 CONCRETO SIMPLE 5 5 CANAL DE PURGA 5 5 5 SECCION 13-13 ESCALA: 1/25 f'c = 210 Kg/cm2 CONCRETO ARMADO 5 5 POZA DE CAPTACION 5 5 5 SECCION 8-8 ESCALA: 1/25 f'c = 175 Kg/cm2 CONCRETO SIMPLE 5 5 ANTECANAL DESPUES DE KM. 00+72.8 5 5 5 f'c = 175 Kg/cm2 CONCRETO ARMADO ANTECANAL HASTA KM. 00+68.8 5 5 5 5 5 ESCALA: 1/25 SECCION 7-7 WATER STOP e=1" JUNTAS CON WATER STOP e=1" JUNTAS CON JUNTAS CON WATER STOP e=1" d 3/8" @ 0.25 d 3/8" @ 0.20 5 d 3/8" @ 0.20 d 3/8" @ 0.15 d 3/8" @ 0.20 d 3/8" @ 0.15 2837.055 2837.055 2837.055 5 1.19 a 1.69 (Variable) CONCRETO ARMADO f'c = 210 Kg/cm2 5 5 5 5 5 5 5 5 5 ESCALA: 1/50 SECCION 11-11 5 SECCION 10-10 ESCALA: 1/50 1 1 1 1 2836.805 Piedra asentada en seco Tamaño mínimo = 0.25m. ENROCADO DE PROTECCION 5 So = 5% CONCRETO SIMPLE CANAL DE PURGA 5 5 f'c = 175 Kg/cm2 COMPUERTA DE PURGA 5 5 5 5 5 5 CONCRETO ARMADO f'c = 210 Kg/cm2 2837.055 5 CONCRETO ARMADO f'c = 210 Kg/cm2 2838.745 2838.145 2837.555 5 5 5 .20 TRANSICION DE ENTRADA ANTECANAL 5 5 So = 0.5% 5 POZA DESARENADORA 5 COMPUERTA DE PURGA MODELO 10-00 0.30 x 0.30 TIPO ARMCO 5 5 5 5 f'c = 210 Kg/cm2 CONCRETO ARMADO KM 0+000 CR = 2837.405 Línea de Conducción POZA DE CAPTACION VERTEDERO 5 5 5 5 5 5 5 5 5 5 5 5 2838.305 5 2837.055 2837.305 2837.405 SECCION 9-9 ESCALA: 1/50 d 3/8" @ 0.25 d 3/8" @ 0.15 MURO DE ENCAUZAMIENTO ENROCADO DE PROTECCION CANAL DESRIPIADOR ANTECANAL CONCRETO ARMADO f'c = 175 Kg/cm2 5 5 5 5 5 5 5 5 5 1.18 (Valor máximo) 0.50 (Valor mínimo) 5 5 5 5 5 SECCION 4-4 ESCALA: 1/50 5 ESCALA: 1/25 MURO TIPO I 5 5 5 5 5 5 5 d 1/2" @ 0.175 d 1/2" @ 0.175 d 1/2" @ 0.175 d 1/2" @ 0.15 Ø3/8" 1@0.05, 15 @ 0.15 Rto @ 0.20 Ø3/8" 1@0.05, 10 @ 0.30 Rto @ 0.35 d 1/2" @ 0.175 MURO TIPO II d 3/8" @ 0.15 \A1; d 1/2" @ 0.15 5 5 5 5 d 1/2" @ 0.15 \A1; 5 5 5 Ø3/8" 1@0.05, 15 @ 0.15 Rto @ 0.20 PANTALLA POSTERIOR 5 5 5 5 5 Ø3/8" 1@0.05, 10 @ 0.30 Rto @ 0.35 Ø3/8" @0.15 PANTALLA FRONTAL Ø1/2" @0.15 ESPECIFICACIONES DEL CONCRETO: f´c = 140 Kg/cm2 C:A:P = 1 : 3 : 4.5 SLUMP = 3 " - 4 " T Max = 2 " T Max = 1 " f´c = 175 Kg/cm2 C:A:P = 1 : 2.25 : 3.25 SLUMP = 3 " - 4 " f´c = 210 Kg/cm2 C:A:P = 1 : 2 : 3 SLUMP = 3 " - 4 " T Max = 1 " f´c = 210 Kg/cm2 f´c = 210 Kg/cm2 ESPECIFICACIONES TECNICAS: C : A : P = 1 : 2 : 3 f´c = 210 Kg/cm2 T Max = 1 " SLUMP = 3 " - 4 " - CONCRETO ARMADO: - ACERO DE REFUERZO: f´y = 4200 Kg/cm2 - TERRENO: st= 2.50 Kg/cm2 - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas - SOBRECARGA: 0.50 Tn/M2 - RECUBRIMIENTOS EN ZAPATA = 7.5 CM - RECUBRIMIENTOS EN PANTALLA= 4.0 CM ESPECIFICACIONES TECNICAS: - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas f´y = 4200 Kg/cm2 - ACERO DE REFUERZO: - CONCRETO ARMADO: T Max = 1 " f´c = 140 Kg/cm2 f´c = 175 Kg/cm2 SLUMP = 3 " - 4 " C:A:P = 1 : 2.25 : 3.25 SLUMP = 3 " - 4 " C:A:P = 1 : 3 : 4.5 T Max = 2 " C:A:P = 1 : 2 : 3 f´c = 210 Kg/cm2 T Max = 1 " SLUMP = 3 " - 4 " ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ESPECIFICACIONES TECNICAS: SLUMP = 3 " - 4 " - ACERO DE REFUERZO: f´y = 4200 Kg/cm2 SLUMP = 3 " - 4 " T Max = 1 " f´c = 210 Kg/cm2 C:A:P = 1 : 2 : 3 T Max = 2 " C:A:P = 1 : 2.25 : 3.25 SLUMP = 3 " - 4 " f´c = 175 Kg/cm2 T Max = 1 " C:A:P = 1 : 3 : 4.5 f´c = 140 Kg/cm2 - CONCRETO ARMADO: - CONCRETO CICLOPEO: f´c = 140 Kg/cm2 + 40% P.G. ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 45° .10 d hc h h1 h2 L L1 L2 e .60 e B e' e e' h2 e' Varía de h1 @ h2 .30 .45 h L2 .60 e h L1 e e' Varía de h @ (h+1.0) .30 .45 45° b h 1.00 L 1.50 h e e B e' e' .30 .70 .20 .49 .21 .50 .20 .20 .50 .50 .20 .10 .70 .40 .10 .20 .49 .21 .50 .20 .20 .50 .50 .20 .70 .40 .10 .40 .40 1.40 1.40 .15 .15 .85 .00 .20 .00 .40 1.20 .90 .70 .15 1.10 .10 .05 .20 .15 .15 .15 1.00 .15 .15 .15 .15 .15 1.10 .10 .15 .15 1.00 .35 .15 .15 1.00 .15 .15 .15 .15 1.00 .15 .15 1.60 1.60 .05 .15 .15 .60 .15 .15 1.00 .15 .15 1.00 .15 .15 1.60 .40 .60 .15 1.10 .10 .20 .15 .15 .15 .15 1.00 1.05 .95 1.68 .30 .26 .40 1.18 1.18 .15 .15 .10 1.10 .15 1.00 .15 .15 .44 .10 1.40 1.60 .15 .74 .74 .60 .60 .15 .10 .15 .37 .37 .15 .50 .08 .18 .10 .05 .35 .10 PLANTA 5 2 2 3 3 MURO DE CONCRETO CICLOPEO ENROCADO 0.25 mts. DE ESPESOR So 5 d hc h h1 h2 L 1 1 L1 L2 MURO DE CONCRETO CICLOPEO 140 Kg/cm2 + 40% P.G. e S1 5 e SECCION 1-1 B e' e e' SECCION 2-2 h2 e' Varía de h1 @ h2 5 5 Albañilería de Piedra Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. SECCION 3-3 MURO DE CONCRETO CICLOPEO e 5 L2 h SECCION 2-2 S1 e L1 h ENROCADO 0.25 mts. DE ESPESOR 1 PLANTA 2 So 1 SECCION 1-1 SECCION 3-3 Albañilería de Piedra e' 5 5 Varía de h @ (h+1.0) 2 3 3 3 3 5 b h 5 L 5 h e e e' e' B 5 01 0+515 30.0 3.50 1.00 0.75 0.50 0.50 0.50 1.00 0.20 0.20 Quebrada Nº 01 e(m) S1(%) KM Nº L2(m) L1(m) h2(m) h1(m) h(m) B(m) L(m) OBSERVACIONES e'(m) 0+597 02 1.00 4.00 60.0 0.50 0.75 Quebrada Nº 02 0.20 0.20 1.00 1.00 0.50 0.75 0.50 55.0 4.00 1.00 04 0+725 0+658 03 1.00 4.50 100.0 0.50 0.75 Quebrada Nº 04 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 03 0.20 0.20 1.50 1.00 0.50 0.75 0.50 20.0 3.00 1.00 06 1+980 1+810 05 1.00 3.00 20.0 0.50 0.75 Quebrada Nº 08 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 07 0.20 0.20 1.50 0.50 0.50 0.75 0.50 15.0 3.00 1.00 08 2+195 2+065 07 1.00 3.00 20.0 0.50 0.75 Quebrada Nº 10 0.50 0.50 1.00 0.20 0.20 Quebrada Nº 09 0.20 0.20 1.00 0.50 0.50 0.75 0.50 60.0 3.00 1.00 10 2+606 2+402 09 1.00 2.00 15.0 0.50 0.75 Quebrada Nº 12 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 11 0.20 0.20 1.00 1.00 0.50 0.75 0.50 10.0 3.00 1.00 12 3+058 2+923 11 1.00 3.00 20.0 0.50 0.75 Quebrada Nº 14 0.50 1.00 1.50 0.20 0.20 Quebrada Nº 13 0.20 0.20 1.00 1.00 0.50 0.75 0.50 10.0 3.00 1.00 14 3+272 3+225 13 1.00 3.50 10.0 0.50 0.75 Quebrada Nº 16 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 15 0.20 0.20 1.50 1.00 0.50 0.75 0.50 20.0 3.00 1.00 16 3+820 3+605 15 1.00 3.00 20.0 0.50 0.75 Quebrada Nº 18 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 17 0.20 0.20 1.00 1.00 0.50 0.75 0.50 30.0 3.00 1.00 18 4+510 4+343 17 1.00 3.00 30.0 0.50 0.75 Quebrada Nº 22 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 20 0.20 0.20 1.00 1.00 0.50 0.75 0.50 30.0 3.00 1.00 20 4+762 4+682 19 1.00 3.00 30.0 0.50 0.75 Quebrada Nº 26 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 25 0.20 0.20 1.00 0.50 0.50 0.75 0.50 30.0 3.00 1.00 22 4+936 4+872 21 1.00 3.00 30.0 0.50 0.75 Quebrada Nº 28 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 27 0.20 0.20 1.00 1.00 0.50 0.75 0.50 40.0 3.00 1.00 24 5+018 4+972 23 1.00 3.00 30.0 0.50 0.75 Quebrada Nº 31 0.50 1.00 1.00 0.20 0.20 Quebrada Nº 30 0.20 0.20 1.00 1.00 0.50 5 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 3.00 3.00 3.00 3.00 3.00 3.50 3.50 5+176 4+957 4+567 4+550 4+444 4+048 1+415 08 07 06 05 04 03 02 30.0 1.00 1.00 25.0 30.0 1.00 1.00 20.0 20.0 1.00 1.00 30.0 20.0 1.00 KM 0+860 Nº 01 S1(%) B(m) L(m) 1.00 20.0 h(m) 1.00 1.00 1.50 0.50 1.00 1.00 1.00 1.00 1.00 1.50 1.00 1.00 1.50 2.00 2.00 1.50 Quebrada Nº 32 Quebrada Nº 29 Quebrada Nº 24 Quebrada Nº 23 Quebrada Nº 21 Quebrada Nº 19 Quebrada Nº 06 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 OBSERVACIONES Quebrada Nº 05 L2(m) L1(m) e(m) e'(m) 0.20 0.20 d1/2"@0.20 d3/8"@0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 (KM 2+740 AL KM 2+760) RAPIDA KM. 2+740 2823.020 CONCRETO ARMADO f'c = 210 Kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 KM. 2+760 2817.020 So So So TUBERIA PVC d 16" Perfil del terreno natural 5 5 .64 .10 1.35 .00 .15 .50 .75 SECCION 1-1 SECCION 2-2 5 5 5 5 5 5 5 2 .30 .30 .30 TOMA TIPICA PLANTA COMPUERTA TIPO ARMCO MODELO 5-00 2 1 1 5 5 5 1 1 2 2 TUBO DE d 16"- 18" PVC CAJA DE INSPECCION Concreto f'c=175 Kg/cm2 Q ESCALA: 1/25 CAJA DE INSPECCION d 1/2" @0.25 Tubo de d 14" - 16" Tubo de d 16" - 18" Gancho de d 3/8" VISTA EN PERSPECTIVA N.T.N. MALLA SOLDADA AL Muro de la Niv. Agua CAJA EXTREMO INFERIOR ADAPTADOR PVC 4" SAL CODO 4" x 90º FºGº NIPLE 4" FºGº TUBERIA PVC 4" SAL N.T.N. 5 Concreto f'c=175 Kg/cm2 CORTE 1-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 f'c=175 Kg/cm2 Concreto 5 Tubo de d 14" - 16" Gancho de d 3/8" Tubo de 3/4" 5 CORTE 2-2 5 5 5 5 5 5 5 5 5 5 5 5 y Rebose d 4" Tuberia de Ventilación Proyeccion del Fondo Tuberia de Rebose de 4" PVC SAP Tuberia de Rebose y Ventilación \U+2205 4" PVC SAP Tuberia de Entrada d 16"- 18" d 16"- 18" Tuberia de Salida Gancho de d 3/8" Tapa de Concreto Armado Acero de d 3/8" @ 0.14 Concreto Armado f'c=175 Kg/cm2 f'c=175 Kg/cm2 Proyeccion del Fondo 5 5 5 5 5 5 5 5 5 5 5 5 5 TOMA LATERAL Q Concreto f'c=175 Kg/cm2 CAJA DE INSPECCION TUBO DE d 16"- 18" PVC 4 4 3 3 5 5 Compuerta 5 5 5 5 5 5 5 5 CORTE 3-3 f'c=175 Kg/cm2 Concreto 5 Gancho de d 3/8" Tubo de d 16" - 18" 5 5 5 5 5 Perfiles en L de 2.5 mm 5 Plancha Metálica de 2.5 mm 5 5 Tuberia de d 1 1/2" CORTE 4-4 Tubo de 3" Tubo de d 14" - 16" 5 Concreto f'c=175 Kg/cm2 5 5 5 5 5 5 5 Compuerta Metálica Tipo Tarjeta 5 5 Q COMPUERTA METALICA TAPA TIPICA DETALLE A DETALLE A 5 5 d 1/2" @ 0.15 d 1/2" @ 0.20 d 1/2" @ 0.20 d 1/2" @ 0.20 d 1/2" @ 0.20 DETALLE DE ACEROS d 1/2" @0.25 d 1/2" @0.25 d 1/2" @0.25 d 1/2" @0.25 d 1/2" @0.25 d 1/2" @0.25 d 1/2" @0.25 5 5 5 5 5 5 5 5 a \fArial Narrow|b0|i0|c0|p34;º Q 5 5 5 5 5 5 d 5 5 5 DADOS DE CONCRETO ESCALA: 1/20 5 5 CORTE 5 - 5 Tubo de d 14" - 16" Codo de d 14" - 18" Tubo de d 14" - 16" 5 Tubo de d 14" - 16" Concreto f' c = 140Kg/cm2 C:A:P = 1 : 2.25 : 3.25 SLUMP = 3 " - 4 " f´c = 175 Kg/cm2 T Max = 1 " - CONCRETO ARMADO: - ACERO DE REFUERZO: f´y = 4200 Kg/cm2 ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ESPECIFICACIONES TECNICAS: Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. Concreto Ciclopeo 140 Kg/cm2 + 40% P.G. ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 - RECUBRIMIENTOS: 2.5 CM C : A : P = 1 : 2 : 3 f´c = 210 Kg/cm2 T Max = 1 " SLUMP = 3 " - 4 " - RECUCBRIMIENTOS: 2.5 CM ESPECIFICACIONES TECNICAS: - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas f´y = 4200 Kg/cm2 - ACERO DE REFUERZO: - CONCRETO ARMADO: C:A:P = 1 : 3 : 4.5 f´c = 140 Kg/cm2 + 40% P.G. - CONCRETO CICLOPEO: T Max = 2 " f´y = 4200 Kg/cm2 - ACERO DE REFUERZO: SLUMP = 3 " - 4 " - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas - CONCRETO : f´c = 140 Kg/cm2 ESPECIFICACIONES TECNICAS: ESPECIFICACIONES TECNICAS: f´c = 140 Kg/cm2 - CONCRETO : ** Los Agregados para el diseño de mezclas deberan ser limpias y libre de impurezas - TRASLAPES: 36 d (DIAMETRO DEL REFUERZO MAYOR) SLUMP = 3 " - 4 " - ACERO DE REFUERZO: f´y = 4200 Kg/cm2 T Max = 2 " - CONCRETO CICLOPEO: f´c = 140 Kg/cm2 + 40% P.G. C:A:P = 1 : 3 : 4.5 596500 E 597000 E 597500 E 598000 E 598500 E 599000 E 8487000 N 8487500 N 8488000 N 8488500 N 8488500 N 8488000 N 8487500 N 8487000 N 599000 E 598500 E 598000 E 597500 E 597000 E 596500 E E O S N BM 0.00 EJE DE BOCATOMA RIO HUILLCAMAYO COTA = 2838.885 Lado derecho sobre piedra KM 0+000 KM 1+000 KM 2+000 KM 3+000 KM 4+000 KM 5+000 BM 1.0 COTA = 2829.815 Lado derecho sobre piedra BM 0.5 COTA = 2833.645 Lado derecho sobre piedra BM 1.5 COTA = 2827.046 Lado derecho sobre piedra BM 2.5 COTA = 2828.268 Lado derecho sobre piedra BM 3.0 COTA = 2818.145 Lado derecho sobre piedra BM 3.5 COTA = 2815.940 Lado izquierdo sobre tallo BM 4.0 COTA = 2793.288 Lado derecho sobre piedra BM 4.5 COTA = 2791.113 Lado derecho sobre piedra BM 5.0 COTA = 2790.097 Lado derecho sobre piedra BM 5.5 COTA = 2780.073 En el eje sobre piedra BM 2.0 COTA = 2827.886 Lado derecho sobre piedra Qda 1 Qda 3 KM 0+628 Qda. 4 KM 0+725 Qda. 5 KM 0+860 Qda. 6 KM 1+415 Qda. 7 KM 1+810 Qda. 8 KM 1+980 Qda. 9 KM 2+065 Qda. 10 KM 2+195 Qda. 11 KM 2+402 Qda. 12 KM 2+606 Qda. 13 KM 2+923 Qda. 14 KM 3+058 Qda. 15 KM 3+225 Qda. 16 KM 3+272 Qda. 17 KM 3+605 Qda. 18 KM 3+820 Qda. 19 KM 4+048 Qda. 20 KM 4+343 Qda. 21 KM 4+444 Qda. 22 KM 4+510 Qda. 23 KM 4+550 Qda. 24 KM 4+567 Qda. 25 KM 4+682 Qda. 26 KM 4+762 Qda. 27 KM 4+872 Qda. 28 KM 4+936 Qda. 29 KM 4+957 Qda. 30 KM 4+972 Qda. 31 KM 5+018 Qda. 32 KM 5+176 0+000 0+500 1+000 1+500 2+000 2+500 3+000 3+500 4+000 4+500 5+000 5+277.50 8486500 N 8486500 N A1 1/5000 O C E A N O P A C I F I C O P E R U BRASIL BOLIVIA CHILE ECUADOR COLOMBIA N.M. PLANO DE LOCALIZACION DPTO. DE AYACUCHO JUNIN APURIMAC AREQUIPA CUSCO ICA HUANCAVELICA HUANTA LA MAR HUANCASANCOS SARA SARA PAUCAR DEL LUCANAS PARINACOCHAS HUAMANGA CANGALLO VILCASHUAMAN FAJARDO SUCRE LUGAR DEL PROYECTO ANTECANAL DESARENADOR KM 0+515 Qda. 2 KM 0+597 San Jose de Sucre CAJA DE INSPECCION Nº 01 KM 0+255.45 DADOS DE CONCRETO Nº 01 f`c = 140 Kg/cm2 KM 0+500 Nº 02 CAJA DE INSPECCION DADOS DE CONCRETO Nº 03 f`c = 140 Kg/cm2 KM 0+755 Nº 03 CAJA DE INSPECCION CAJA DE INSPECCION Nº 04 KM 1+013.23 KM 1+311.39 Nº 05 CAJA DE INSPECCION f`c = 140 Kg/cm2 Nº 07 DADOS DE CONCRETO KM 1+591.33 Nº 06 CAJA DE INSPECCION KM 1+794.08 Nº 07 CAJA DE INSPECCION KM 2+011.57 Nº 08 CAJA DE INSPECCION CAJA DE INSPECCION KM 2+352.48 Nº 09 KM 2+542.90 Nº 10 CAJA DE INSPECCION KM 3+00 Nº 01 CAJA DE INSPECCION Y TOMA LATERAL Y TOMA LATERAL CAJA DE INSPECCION Nº 02 KM 3+254.60 KM 3+514.15 Nº 03 Y TOMA LATERAL CAJA DE INSPECCION KM 3+726.64 Nº 04 Y TOMA LATERAL CAJA DE INSPECCION KM 4+100 CAJA DE INSPECCION Y TOMA LATERAL Nº 06 KM 3+880 Nº 05 Y TOMA LATERAL CAJA DE INSPECCION KM 4+320 Nº 07 Y TOMA LATERAL CAJA DE INSPECCION KM 4+546.12 Nº 11 CAJA DE INSPECCION Nº 08 KM 4+848.35 CAJA DE INSPECCION Y TOMA LATERAL CAJA DE INSPECCION Y TOMA LATERAL Nº 09 KM 5+041.93 KM 5+205.83 Nº 09 Y TOMA LATERAL CAJA DE INSPECCION KM 5+205.83 Nº 10 Y TOMA LATERAL CAJA DE INSPECCION f`c = 140 Kg/cm2 Nº 02 DADOS DE CONCRETO DADOS DE CONCRETO Nº 05 f`c = 140 Kg/cm2 f`c = 140 Kg/cm2 Nº 06 DADOS DE CONCRETO f`c = 140 Kg/cm2 Nº 08 DADOS DE CONCRETO f`c = 140 Kg/cm2 Nº 09 DADOS DE CONCRETO f`c = 140 Kg/cm2 Nº 10 DADOS DE CONCRETO f`c = 140 Kg/cm2 Nº 11 DADOS DE CONCRETO f`c = 140 Kg/cm2 Nº 13 y 14 DADOS DE CONCRETO f`c = 140 Kg/cm2 Nº 15 y 16 DADOS DE CONCRETO f`c = 140 Kg/cm2 Nº 18 y 19 DADOS DE CONCRETO DADOS DE CONCRETO Nº 11 f`c = 140 Kg/cm2 f`c = 140 Kg/cm2 Nº 17 DADOS DE CONCRETO DADOS DE CONCRETO Nº 20 f`c = 140 Kg/cm2 f`c = 140 Kg/cm2 Nº 21 DADOS DE CONCRETO f`c = 140 Kg/cm2 Nº 22 DADOS DE CONCRETO f`c = 140 Kg/cm2 Nº 23 DADOS DE CONCRETO f`c = 140 Kg/cm2 Nº 24 y 25 DADOS DE CONCRETO DADOS DE CONCRETO Nº 26 , 27 y 28 f`c = 140 Kg/cm2 DADOS DE CONCRETO Nº 29 f`c = 140 Kg/cm2 f`c = 140 Kg/cm2 Nº 31 DADOS DE CONCRETO DADOS DE CONCRETO Nº 31 f`c = 140 Kg/cm2 Nº 32 DADOS DE CONCRETO f`c = 140 Kg/cm2 CANOA 01 CANOA 02 CANOA 03 CANOA 04 ALCANTARILLA 01 CANOA 05 CANOA 06 CANOA 09 CANOA 07 CANOA 08 CANOA 09 CANOA 10 CANOA 11 CANOA 12 CANOA 13 CANOA 14 CANOA 15 CANOA 16 ALCANTARILLA 03 CANOA 17 ALCANTARILLA 4 CANOA 18 ALCANTARILLA 5 ALCANTARILLA 6 CANOA 19 CANOA 20 CANOA 21 CANOA 22 ALCANTARILLA 7 CANOA 23 CANOA 24 ALCANTARILLA 8 0.50 0.70 0.30 1.50 .10 d hc SECCION TIPO II SECCION TIPO III SECCION TIPO II SECCION TIPO I SECCION TIPO II SECCION TIPO III SECCION TIPO III SECCION TIPO II 0.50 0.70 0.30 1.50 .10 d hc 0.50 0.70 0.30 1.50 .10 d hc 0.50 0.70 0.30 1.50 .10 d hc 0.50 0.70 0.30 1.50 .10 d hc 35° 42° KILOMETRAJE CLASIF. MAT. DE EXCAV. ALTURA DE RELLENO ALTURA DE CORTE COTA RASANTE COTA TERRENO COTA TERRENO COTA RASANTE ALTURA DE CORTE ALTURA DE RELLENO KILOMETRAJE 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 85 77 78 79 80 81 82 83 84 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 597000 597100 597200 597300 597400 597500 597600 597700 597800 E O S N 8488200 8488300 8488400 8488500 8488600 8488700 1+000 1+100 1+600 1+700 1+800 1+900 2+000 0 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 41 42 43 44 46 E O S N 1+200 1+300 1+400 1+500 53 54 56 57 55 58 59 60 61 52 47 48 49 50 51 8487400 8487500 8487600 8487700 8487800 8487900 8488000 8488100 8488200 8488300 45 0+800 0+900 1+000 33 34 35 36 37 38 39 40 41 42 596900 597000 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 596400 596500 596600 596700 596800 8486600 8486700 8486800 8486900 8487000 8487100 8487200 8487300 8487400 8487500 8487600 N S O E BM 0.00 596800 596700 597100 597000 596900 8488100 8488200 8488300 8488400 8488500 8488600 8488700 N S O E 598500 598400 598300 598200 598100 598000 597900 597800 597700 597600 154 153 152 151 150 149 148 147 146 145 144 143 142 141 140 139 138 137 136 135 134 133 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 4+000 3+900 3+800 3+700 3+600 3+500 3+400 3+300 3+200 3+100 3+000 151 4+000 598300 598400 150 149 148 598500 598600 598700 598800 598900 599000 599100 599200 N S O E 8488300 8488200 8488100 8488000 8487900 8487800 8487700 8487600 8487500 8487400 8487300 201 200 199 198 197 196 195 194 193 192 191 190 189 188 187 186 185 184 183 182 181 180 179 178 177 176 175 174 173 172 171 170 169 168 167 166 165 164 163 162 161 159 158 157 156 155 154 153 152 160 5+200 5+100 5+000 4+900 4+800 4+700 4+500 4+400 4+300 4+200 4+100 4+600 598200 597100 596400 RIO HUILLCAMAYO EJE DE BOCATOMA 5 5 KILOMETRAJE CLASIF. MAT. DE EXCAV. ALTURA DE RELLENO ALTURA DE CORTE COTA RASANTE COTA TERRENO KILOMETRAJE CLASIF. MAT. DE EXCAV. ALTURA DE RELLENO ALTURA DE CORTE COTA RASANTE COTA TERRENO KILOMETRAJE CLASIF. MAT. DE EXCAV. ALTURA DE RELLENO ALTURA DE CORTE COTA RASANTE COTA TERRENO CLASIF. MAT. DE EXCAV. 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+720 1+740 1+760 1+780 1+800 1+820 1+840 1+860 1+880 1+900 1+920 1+940 1+960 1+980 2+000 2+000 2+020 2+040 2+060 2+080 2+100 2+120 2+140 2+160 2+180 2+200 2+220 2+240 2+260 2+280 2+300 2+320 2+340 2+360 2+380 2+400 2+420 2+440 2+460 2+480 2+500 2+520 2+540 2+560 2+580 2+600 2+620 2+640 2+660 2+680 2+700 2+720 2+740 2+760 2+780 2+800 2+820 2+840 2+860 2+880 2+900 2+920 2+940 2+960 2+980 3+000 3+000 3+020 3+040 3+060 3+080 3+100 3+120 3+140 3+160 3+180 3+200 3+220 3+240 3+260 3+280 3+300 3+320 3+340 3+360 3+380 3+400 3+420 3+440 3+460 3+480 3+500 3+520 3+540 3+560 3+580 3+600 3+620 3+640 3+660 3+680 3+700 3+720 3+740 3+760 3+780 3+800 3+820 3+840 3+860 3+880 3+900 3+920 3+940 3+960 3+980 4+000 4+000 4+020 4+040 4+060 4+080 4+100 4+120 4+140 4+160 4+180 4+200 4+220 4+240 4+260 4+280 4+300 4+320 4+340 4+360 4+380 4+400 4+420 4+440 4+460 4+480 4+500 4+520 4+540 4+560 4+580 4+600 4+620 4+640 4+660 4+680 4+700 4+720 4+740 4+760 4+780 4+800 4+820 4+840 4+860 4+880 4+900 4+920 4+940 4+960 4+980 5+000 5+020 5+040 5+060 5+080 5+100 5+120 5+140 5+160 5+180 5+200 5+220 5+240 5+260 5+277.5 SECCION TIPICA ESCALA: 1/50 5 5 5 5 5 d hc CAMA DE APOYO DE ARENA GRUESA RELLENO COMPACTADO CON MATERIAL PROPIO L C TUBERIA PVC-SAP d=14" TIPO I d=16" TIPO II d=18" TIPO III NIVEL DEL TERRENO NATURAL 2820 2822 2824 2826 2828 2830 2832 2834 2836 2838 KM 0+020 CR = 2836.0000 So=7.025% KM 0+360 CR = 2832.600 So = 1.0% KM 0+840 CR = 2830.2000 So = 0.5% KM 0+900 CR = 2827.5000 So = 4.5% KM 1+000 CR = 2827.0000 So = 0.5% KM 2+000 CR = 2824.5000 KM 2+740 CR = 2823.0200 So = 0.2% KM 2+760 CR 2817.0200 So = 30% KM 4+000 CR = 2790.6200 KM 5+200 CR = 2787.0200 -0.3000% KM 5+250 CR = 2781.0200 -12.0000% -0.4982% KM 3+720 CR = 2812.2200 So = 0.5% KM 3+880 CR = 2791.2200 So = 13.125% KM 4+000 CR = 2790.6200 So = 0.5% 2810 2812 2814 2816 2818 2820 2822 2824 2826 2828 2830 2832 2778 2780 2782 2784 2786 2788 2790 2792 2794 2796 2798 2788 2790 2792 2794 2796 2798 2800 2802 2804 2806 2808 2810 2812 2814 2816 2818 2820 2822 2840 2842 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 KM 3+000 CR = 2815.82 0.0000 0.000000 KM 3+000 CR = 2815.82 0.0000 0.000000 KM 1+000 CR = 2827.0000 KM 2+000 CR = 2824.5000 So = 0.25% 2818 2820 2822 2824 2826 2828 2830 2832 2834 2836 0.0000 0.000000 0.0000 0.000000 SECCION TIPICA ESCALA: 1/50 5 5 5 5 5 d hc CAMA DE APOYO DE ARENA GRUESA RELLENO COMPACTADO CON MATERIAL PROPIO L C TUBERIA PVC-SAP d=14" TIPO I d=16" TIPO II d=18" TIPO III NIVEL DEL TERRENO NATURAL SECCION TIPICA ESCALA: 1/50 5 5 5 5 5 d hc CAMA DE APOYO DE ARENA GRUESA RELLENO COMPACTADO CON MATERIAL PROPIO L C TUBERIA PVC-SAP d=14" TIPO I d=16" TIPO II d=18" TIPO III NIVEL DEL TERRENO NATURAL SECCION TIPICA ESCALA: 1/50 5 5 5 5 5 d hc CAMA DE APOYO DE ARENA GRUESA RELLENO COMPACTADO CON MATERIAL PROPIO L C TUBERIA PVC-SAP d=14" TIPO I d=16" TIPO II d=18" TIPO III NIVEL DEL TERRENO NATURAL SECCION TIPICA ESCALA: 1/50 5 5 5 5 5 d hc CAMA DE APOYO DE ARENA GRUESA RELLENO COMPACTADO CON MATERIAL PROPIO L C TUBERIA PVC-SAP d=14" TIPO I d=16" TIPO II d=18" TIPO III NIVEL DEL TERRENO NATURAL COTA = 2838.885 Lado derecho sobre piedra KM 0+000 KM 1+000 KM 1+000 KM 2+000 KM 2+000 KM 3+000 KM 3+000 KM 4+000 KM 4+000 KM 5+000 KM 5+277.5 BM 1.0 COTA = 2829.815 Lado derecho sobre piedra BM 0.5 COTA = 2833.645 Lado derecho sobre piedra BM 1.5 COTA = 2827.046 Lado derecho sobre piedra BM 2.0 COTA = 2827.886 Lado derecho sobre piedra BM 2.5 COTA = 2828.268 Lado derecho sobre piedra BM 3.0 COTA = 2818.145 Lado derecho sobre piedra BM 3.5 COTA = 2815.940 Lado izquierdo sobre tallo BM 4.0 COTA = 2793.288 Lado derecho sobre piedra BM 4.5 COTA = 2791.113 Lado derecho sobre piedra BM 5.0 COTA = 2790.097 Lado derecho sobre piedra BM 5.5 COTA = 2780.073 En el eje sobre piedra BM 1.0 COTA = 2829.815 Lado derecho sobre piedra BM 2.0 COTA = 2827.886 Lado derecho sobre piedra BM 3.0 COTA = 2818.145 Lado derecho sobre piedra BM 4.0 COTA = 2793.288 Lado derecho sobre piedra BM 0.0 BM 0.5 BM 1.0 BM 1.0 BM 1.5 BM 2.0 BM 2.0 BM 2.5 BM 3.0 BM 3.0 BM 3.5 BM 4.0 BM 4.0 BM 4.5 BM 5.0 BM 5.5 0.823 2837.405 2838.128 1.101 2836.000 2837.001 0.511 2835.800 2836.211 0.615 2835.600 2836.116 0.240 2835.400 2835.540 0.274 2835.200 2835.374 0.444 2835.000 2835.344 0.599 2834.800 2835.299 0.662 2834.600 2835.162 0.664 2834.400 2834.964 0.487 2834.200 2834.587 0.458 2834.000 2834.359 0.359 2833.800 2834.059 0.544 2833.600 2834.044 0.586 2833.400 2833.887 0.829 2833.200 2833.929 1.025 2833.000 2833.925 1.176 2832.800 2833.876 1.185 2832.600 2833.685 0.925 2832.500 2833.325 0.826 2832.400 2833.127 1.606 2832.300 2833.806 1.032 2832.200 2833.132 1.003 2832.100 2833.003 1.478 2832.000 2833.378 1.916 2831.900 2833.716 1.290 2831.800 2832.990 1.430 2831.700 2833.030 1.968 2831.600 2833.468 1.529 2831.500 2832.929 1.673 2831.400 2832.973 1.851 2831.300 2833.051 1.628 2831.200 2832.728 2.205 2831.100 2833.205 1.843 2831.000 2832.743 2.015 2830.900 2832.816 2.155 2830.800 2832.855 2.012 2830.700 2832.612 1.851 2830.600 2832.351 1.280 2830.500 2831.680 1.155 2830.400 2831.456 0.800 2830.300 2831.000 0.571 2830.200 2830.671 0.477 2829.300 2829.677 0.742 2828.400 2829.042 0.675 2827.500 2828.075 0.438 2827.400 2827.738 0.567 2827.300 2827.767 0.635 2827.200 2827.736 0.697 2827.100 2827.697 1.092 2827.000 2827.992 1.092 2827.000 2827.992 0.920 2826.950 2827.770 0.942 2826.900 2827.742 0.789 2826.850 2827.539 0.598 2826.800 2827.298 0.671 2826.750 2827.322 0.633 2826.700 2827.233 0.809 2826.650 2827.359 0.700 2826.600 2827.200 0.572 2826.550 2827.023 1.702 2826.500 2828.102 5.487 2826.450 2831.837 0.820 2826.400 2827.120 0.967 2826.350 2827.217 0.892 2826.300 2827.092 0.720 2826.250 2826.870 0.648 2826.200 2826.748 0.729 2826.150 2826.779 0.624 2826.100 2826.625 0.585 2826.050 2826.535 0.834 2826.000 2826.734 0.247 2825.950 2826.098 0.220 2825.900 2826.020 0.645 2825.850 2826.395 0.742 2825.800 2826.442 0.832 2825.750 2826.482 0.929 2825.700 2826.529 1.878 2825.650 2827.429 2.109 2825.600 2827.609 1.648 2825.550 2827.098 1.446 2825.500 2826.846 1.325 2825.450 2826.675 0.975 2825.400 2826.275 0.745 2825.350 2825.995 0.796 2825.300 2825.996 1.746 2825.250 2826.896 1.313 2825.200 2826.413 1.087 2825.150 2826.137 0.876 2825.100 2825.876 0.697 2825.050 2825.647 1.533 2825.000 2826.433 1.126 2824.950 2825.976 1.176 2824.900 2825.976 1.226 2824.850 2825.976 1.550 2824.800 2826.250 1.641 2824.750 2826.291 1.372 2824.700 2825.972 2.063 2824.650 2826.613 1.847 2824.600 2826.347 1.564 2824.550 2826.014 1.148 2824.500 2825.548 1.148 2824.500 2825.548 0.925 2824.460 2825.285 0.985 2824.420 2825.305 1.044 2824.380 2825.324 0.927 2824.340 2825.168 1.870 2824.300 2826.070 1.463 2824.260 2825.623 0.905 2824.220 2825.025 0.874 2824.180 2824.954 0.877 2824.140 2824.917 0.987 2824.100 2824.987 0.754 2824.060 2824.714 0.414 2824.020 2824.334 0.841 2823.980 2824.721 0.958 2823.940 2824.798 1.652 2823.900 2825.452 1.811 2823.860 2825.571 1.587 2823.820 2825.307 1.581 2823.780 2825.261 1.690 2823.740 2825.330 1.273 2823.700 2824.873 2.208 2823.660 2825.768 1.881 2823.620 2825.401 2.018 2823.580 2825.498 2.459 2823.540 2825.899 1.399 2823.500 2824.799 0.874 2823.460 2824.234 0.767 2823.420 2824.087 1.236 2823.380 2824.516 1.414 2823.340 2824.654 2.022 2823.300 2825.222 2.275 2823.260 2825.435 2.702 2823.220 2825.822 3.338 2823.180 2826.418 3.486 2823.140 2826.526 2.718 2823.100 2825.718 2.092 2823.060 2825.053 1.935 2823.020 2824.855 1.880 2817.020 2818.800 1.308 2816.920 2818.129 0.725 2816.820 2817.445 0.735 2816.720 2817.355 0.874 2816.620 2817.394 0.924 2816.520 2817.344 0.736 2816.420 2817.056 0.744 2816.320 2816.964 1.197 2816.220 2817.317 0.506 2816.120 2816.526 0.809 2816.020 2816.729 0.912 2815.920 2816.732 0.993 2815.820 2816.713 0.993 2815.820 2816.713 1.032 2815.720 2816.652 0.908 2815.620 2816.428 0.784 2815.520 2816.204 1.035 2815.420 2816.355 1.062 2815.320 2816.283 0.987 2815.220 2816.107 0.930 2815.120 2815.950 0.932 2815.020 2815.852 0.940 2814.920 2815.760 0.830 2814.820 2815.550 1.823 2814.720 2816.443 1.493 2814.620 2816.013 0.928 2814.520 2815.348 0.693 2814.420 2815.013 0.520 2814.320 2814.740 0.564 2814.220 2814.684 0.761 2814.120 2814.781 0.823 2814.020 2814.743 1.129 2813.920 2814.949 0.683 2813.820 2814.403 0.979 2813.720 2814.599 1.278 2813.620 2814.798 1.660 2813.520 2815.080 1.958 2813.420 2815.278 1.858 2813.320 2815.078 1.577 2813.220 2814.697 1.537 2813.120 2814.557 1.543 2813.020 2814.463 2.532 2812.920 2815.352 2.468 2812.820 2815.188 1.972 2812.720 2814.592 1.778 2812.620 2814.298 1.258 2812.520 2813.678 1.098 2812.420 2813.418 1.286 2812.320 2813.506 0.783 2812.220 2812.903 0.278 2809.595 2809.773 0.886 2806.970 2807.756 1.213 2804.345 2805.458 0.732 2801.720 2802.352 1.154 2799.095 2800.149 0.823 2796.470 2797.194 0.651 2793.845 2794.396 1.111 2791.220 2792.232 1.403 2791.120 2792.423 1.395 2791.020 2792.315 1.279 2790.920 2792.099 1.283 2790.820 2792.003 1.338 2790.720 2791.958 1.302 2790.620 2791.822 1.302 2790.620 2791.822 1.414 2790.560 2791.874 1.676 2790.500 2792.076 1.605 2790.440 2791.945 1.665 2790.380 2791.945 1.400 2790.320 2791.620 1.288 2790.260 2791.448 1.264 2790.200 2791.364 1.415 2790.140 2791.455 1.526 2790.080 2791.506 1.443 2790.020 2791.363 1.505 2789.960 2791.365 1.491 2789.900 2791.291 1.466 2789.840 2791.206 1.835 2789.780 2791.515 1.740 2789.720 2791.360 1.547 2789.660 2791.107 1.390 2789.600 2790.890 1.413 2789.540 2790.853 1.084 2789.480 2790.464 0.959 2789.420 2790.279 1.094 2789.360 2790.354 1.019 2789.300 2790.219 0.692 2789.240 2789.832 1.497 2789.180 2790.577 1.566 2789.120 2790.586 1.713 2789.060 2790.673 1.412 2789.000 2790.312 1.399 2788.940 2790.239 1.426 2788.880 2790.206 1.244 2788.820 2789.964 0.975 2788.760 2789.635 1.218 2788.700 2789.818 1.981 2788.640 2790.522 2.918 2788.580 2791.398 3.193 2788.520 2791.613 2.324 2788.460 2790.684 2.221 2788.400 2790.521 1.195 2788.340 2789.435 2.746 2788.280 2790.926 2.915 2788.220 2791.035 2.062 2788.160 2790.122 1.661 2788.100 2789.661 1.278 2788.040 2789.218 3.054 2787.980 2790.934 1.795 2787.920 2789.615 1.936 2787.860 2789.696 2.115 2787.800 2789.815 0.647 2787.740 2788.287 2.193 2787.680 2789.773 2.719 2787.620 2790.239 2.126 2787.560 2789.586 1.441 2787.500 2788.841 1.326 2787.440 2788.666 1.346 2787.380 2788.626 1.528 2787.320 2788.749 1.782 2787.260 2788.942 1.294 2787.200 2788.394 1.908 2787.140 2788.948 2.011 2787.080 2788.991 1.843 2787.020 2788.763 1.002 2784.620 2785.522 1.214 2782.220 2783.334 1.127 2780.970 2781.998 2782.58 2780.88 1.800 TANG EXT. RADIO L.C. PT PC PI N° CUADRO DE ELEMENTOS DE CURVA SENT. MIN GRA SEG ANG. DEFLEXION 1 0+032.16 16 57 7 I 40.26 0.44 6.00 11.91 0+026.16 0+038.07 2 0+064.85 12 50 11 D 53.34 0.34 6.00 11.95 0+058.85 0+070.80 3 0+079.46 32 39 36 D 13.65 0.57 4.00 7.78 0+075.46 0+083.25 4 0+092.90 13 52 55 I 32.86 0.24 4.00 7.96 0+088.90 0+096.86 5 0+131.89 12 43 43 D 35.86 0.22 4.00 7.97 0+127.89 0+135.86 6 0+147.34 17 47 26 I 25.56 0.31 4.00 7.94 0+143.34 0+151.28 7 0+170.57 38 11 50 D 11.55 0.67 4.00 7.70 0+166.57 0+174.27 8 0+190.65 15 32 6 D 29.32 0.27 4.00 7.95 0+186.65 0+194.60 9 0+217.88 32 35 15 I 13.68 0.57 4.00 7.78 0+213.88 0+221.66 10 0+255.45 82 32 33 D 1.14 0.38 1.00 1.64 0+254.45 0+256.09 11 0+288.61 45 24 18 I 4.78 0.40 2.00 3.79 0+286.61 0+290.40 12 0+303.21 40 2 52 I 8.23 0.53 3.00 5.75 0+300.21 0+305.96 13 0+323.35 32 45 50 D 10.21 0.43 3.00 5.84 0+320.35 0+326.18 14 0+351.97 9 44 5 D 70.46 0.26 6.00 11.97 0+345.97 0+357.94 15 0+406.46 41 48 4 I 5.24 0.37 2.00 3.82 0+404.46 0+408.28 16 0+440.13 31 21 25 D 8.91 0.34 2.50 4.87 0+437.63 0+442.50 17 0+458.21 27 58 3 I 12.05 0.37 3.00 5.88 0+455.21 0+461.09 18 0+468.04 19 41 17 D 23.05 0.34 4.00 7.92 0+464.04 0+471.96 19 0+500.74 39 25 35 D 5.58 0.35 2.00 3.84 0+498.74 0+502.58 20 0+515.18 57 19 45 I 1.83 0.26 1.00 1.83 0+514.18 0+516.01 21 0+528.82 64 3 34 D 3.20 0.57 2.00 3.57 0+526.82 0+530.39 22 0+546.06 43 24 22 I 5.03 0.38 2.00 3.81 0+544.06 0+547.87 23 0+588.62 36 48 59 D 6.01 0.32 2.00 3.86 0+586.62 0+590.48 24 0+597.73 84 59 33 I 1.09 0.39 1.00 1.62 0+596.73 0+598.35 25 0+609.66 65 47 52 D 2.32 0.44 1.50 2.66 0+608.16 0+610.83 26 0+629.13 56 2 34 I 3.76 0.50 2.00 3.68 0+627.13 0+630.81 27 0+653.27 34 46 38 D 6.39 0.31 2.00 3.88 0+651.27 0+655.15 28 0+668.45 37 49 14 D 5.84 0.33 2.00 3.85 0+666.45 0+670.30 29 0+693.30 35 58 35 I 6.16 0.32 2.00 3.87 0+691.30 0+695.17 30 0+709.17 53 28 60 D 2.98 0.36 1.50 2.78 0+707.67 0+710.45 31 0+723.66 57 24 51 I 2.74 0.38 1.50 2.74 0+722.16 0+724.91 32 0+755.00 24 4 10 D 14.07 0.32 3.00 5.91 0+752.00 0+757.91 33 0+769.98 29 2 51 I 11.58 0.38 3.00 5.87 0+766.98 0+772.85 34 0+794.05 16 43 53 D 40.80 0.44 6.00 11.91 0+788.05 0+799.97 35 0+836.20 20 44 45 I 21.85 0.36 4.00 7.91 0+832.20 0+840.11 36 0+860.07 30 36 32 I 14.62 0.54 4.00 7.81 0+856.07 0+863.88 37 0+881.27 8 19 49 D 137.32 0.36 10.00 19.96 0+871.27 0+891.24 38 0+907.94 24 23 28 I 18.51 0.43 4.00 7.88 0+903.94 0+911.82 39 0+920.50 27 17 44 D 16.47 0.48 4.00 7.85 0+916.50 0+924.35 40 0+944.60 18 12 44 I 24.96 0.32 4.00 7.93 0+940.60 0+948.54 41 0+975.65 20 42 14 D 21.90 0.36 4.00 7.91 0+971.65 0+979.56 81 2+011.57 85 8 38 D 1.09 0.39 1.00 1.62 2+010.57 2+012.19 82 2+066.90 63 3 16 I 1.63 0.28 1.00 1.79 2+065.90 2+067.69 83 2+085.34 20 47 41 D 21.80 0.36 4.00 7.91 2+081.34 2+089.25 84 2+102.77 8 39 29 I 79.26 0.23 6.00 11.98 2+096.77 2+108.75 85 2+135.99 0 37 1 I 1857.69 0.03 10.00 20.00 2+125.99 2+145.99 86 2+160.39 32 6 52 I 6.95 0.28 2.00 3.89 2+158.39 2+162.28 87 2+176.83 62 23 17 D 3.30 0.56 2.00 3.60 2+174.83 2+178.43 88 2+194.61 68 45 48 I 1.46 0.31 1.00 1.75 2+193.61 2+195.37 89 2+212.68 39 56 49 D 5.50 0.35 2.00 3.84 2+210.68 2+214.52 90 2+240.17 18 30 31 I 18.41 0.24 3.00 5.95 2+237.17 2+243.12 91 2+260.61 16 43 47 D 27.20 0.29 4.00 7.94 2+256.61 2+264.55 92 2+283.49 24 34 23 I 9.18 0.22 2.00 3.94 2+281.49 2+285.43 93 2+303.29 44 1 28 D 7.42 0.58 3.00 5.70 2+300.29 2+305.99 94 2+323.94 43 58 52 I 4.95 0.39 2.00 3.80 2+321.94 2+325.74 95 2+352.48 62 19 44 D 3.31 0.56 2.00 3.60 2+350.48 2+354.08 96 2+401.02 104 35 17 I 0.77 0.49 1.00 1.41 2+400.02 2+401.43 97 2+442.11 83 2 20 D 1.13 0.38 1.00 1.64 2+441.11 2+442.75 98 2+474.85 64 12 27 I 1.59 0.29 1.00 1.79 2+473.85 2+475.64 99 2+493.28 28 32 46 I 3.93 0.13 1.00 1.96 2+492.28 2+494.24 100 2+510.58 20 25 17 I 16.66 0.27 3.00 5.94 2+507.58 2+513.51 101 2+524.73 43 25 8 D 5.02 0.38 2.00 3.81 2+522.73 2+526.53 102 2+542.90 87 59 35 D 1.04 0.40 1.00 1.59 2+541.90 2+543.50 103 2+588.65 40 4 12 D 5.48 0.35 2.00 3.84 2+586.65 2+590.49 104 2+606.36 114 11 16 I 0.65 0.54 1.00 1.29 2+605.36 2+606.65 105 2+641.86 55 49 43 D 3.78 0.50 2.00 3.68 2+639.86 2+643.53 106 2+676.91 79 16 11 I 1.21 0.36 1.00 1.67 2+675.91 2+677.58 107 2+704.44 37 35 58 D 5.88 0.33 2.00 3.86 2+702.44 2+706.29 108 2+746.88 16 31 7 D 27.56 0.29 4.00 7.94 2+742.88 2+750.83 109 2+757.95 78 51 21 D 1.22 0.36 1.00 1.67 2+756.95 2+758.63 110 2+803.42 5 54 5 D 194.00 0.26 10.00 19.98 2+793.42 2+813.40 111 2+854.60 13 0 58 I 35.06 0.23 4.00 7.97 2+850.60 2+858.56 112 2+913.54 12 56 3 D 52.93 0.34 6.00 11.95 2+907.54 2+919.49 113 2+922.05 41 57 58 I 5.21 0.37 2.00 3.82 2+920.05 2+923.87 114 2+931.22 27 19 27 D 16.46 0.48 4.00 7.85 2+927.22 2+935.06 115 2+993.06 4 34 25 D 250.41 0.20 10.00 19.99 2+983.06 3+003.05 42 1+013.23 31 53 13 I 10.50 0.42 3.00 5.84 1+010.23 1+016.07 43 1+087.28 27 57 37 D 12.05 0.37 3.00 5.88 1+084.28 1+090.16 44 1+101.39 33 3 26 I 10.11 0.44 3.00 5.83 1+098.39 1+104.22 45 1+117.74 24 27 35 D 13.84 0.32 3.00 5.91 1+114.74 1+120.65 46 1+129.49 37 35 13 I 5.88 0.33 2.00 3.86 1+127.49 1+131.35 47 1+141.19 21 51 46 D 15.53 0.29 3.00 5.93 1+138.19 1+144.11 48 1+187.71 3 14 9 I 708.09 0.28 20.00 39.99 1+167.71 1+207.70 49 1+217.70 19 14 24 D 23.60 0.34 4.00 7.92 1+213.70 1+221.63 50 1+241.98 15 18 2 D 44.67 0.40 6.00 11.93 1+235.98 1+247.91 51 1+264.85 22 27 53 I 20.14 0.39 4.00 7.90 1+260.85 1+268.74 52 1+287.50 19 30 45 I 23.26 0.34 4.00 7.92 1+283.50 1+291.42 53 1+311.39 68 16 44 D 1.47 0.31 1.00 1.76 1+310.39 1+312.14 54 1+345.22 14 26 23 I 47.36 0.38 6.00 11.94 1+339.22 1+351.16 55 1+360.80 12 37 10 I 54.26 0.33 6.00 11.95 1+354.80 1+366.75 56 1+388.69 31 25 35 I 7.11 0.28 2.00 3.90 1+386.69 1+390.59 57 1+402.96 48 43 7 D 4.42 0.43 2.00 3.76 1+400.96 1+404.72 58 1+415.86 66 15 41 I 1.53 0.30 1.00 1.77 1+414.86 1+416.63 59 1+443.58 46 3 54 D 4.70 0.41 2.00 3.78 1+441.58 1+445.36 60 1+475.15 17 58 33 D 25.29 0.31 4.00 7.93 1+471.15 1+479.08 61 1+521.26 19 21 3 D 23.46 0.34 4.00 7.92 1+517.26 1+525.19 62 1+552.22 24 28 32 I 13.83 0.32 3.00 5.91 1+549.22 1+555.13 63 1+591.33 57 37 37 D 3.64 0.51 2.00 3.66 1+589.33 1+592.99 64 1+606.07 69 3 23 I 1.45 0.31 1.00 1.75 1+605.07 1+606.82 65 1+616.15 66 3 21 D 1.54 0.30 1.00 1.77 1+615.15 1+616.93 66 1+627.55 71 13 26 I 1.40 0.32 1.00 1.74 1+626.55 1+628.28 67 1+642.31 21 43 21 D 20.85 0.38 4.00 7.90 1+638.31 1+646.22 68 1+656.81 46 40 27 D 4.64 0.41 2.00 3.78 1+654.81 1+658.59 69 1+678.46 39 28 37 I 4.18 0.26 1.50 2.88 1+676.96 1+679.85 70 1+701.15 58 7 44 D 1.80 0.26 1.00 1.83 1+700.15 1+701.98 71 1+721.61 50 38 52 I 2.11 0.22 1.00 1.87 1+720.61 1+722.48 72 1+759.96 54 46 32 I 1.93 0.24 1.00 1.85 1+758.96 1+760.81 73 1+794.08 73 34 45 D 1.34 0.33 1.00 1.72 1+793.08 1+794.80 74 1+811.72 52 22 36 I 2.03 0.23 1.00 1.86 1+810.72 1+812.58 75 1+868.85 58 40 9 D 3.56 0.52 2.00 3.64 1+866.85 1+870.49 76 1+882.54 17 17 33 D 19.73 0.23 3.00 5.95 1+879.54 1+885.49 77 1+916.02 47 42 22 I 2.26 0.21 1.00 1.88 1+915.02 1+916.91 78 1+928.01 33 45 12 D 6.59 0.30 2.00 3.88 1+926.01 1+929.89 79 1+941.81 27 49 28 D 16.15 0.49 4.00 7.84 1+937.81 1+945.66 80 1+979.82 75 2 7 I 1.30 0.34 1.00 1.71 1+978.82 1+980.53 115 2+993.06 4 34 25 D 250.41 0.20 10.00 19.99 2+983.06 3+003.05 116 3+022.21 14 56 35 D 30.50 0.26 4.00 7.95 3+018.21 3+026.17 117 3+059.16 55 28 56 I 1.90 0.25 1.00 1.84 3+058.16 3+060.01 118 3+076.96 36 1 33 D 6.15 0.32 2.00 3.87 3+074.96 3+078.83 119 3+108.79 19 1 54 I 11.93 0.17 2.00 3.96 3+106.79 3+110.75 120 3+127.44 25 2 5 I 13.51 0.33 3.00 5.90 3+124.44 3+130.34 121 3+180.32 39 13 28 D 5.61 0.35 2.00 3.84 3+178.32 3+182.17 122 3+200.10 31 19 23 D 14.27 0.55 4.00 7.80 3+196.10 3+203.90 123 3+225.11 87 13 3 I 1.05 0.40 1.00 1.60 3+224.11 3+225.70 124 3+254.60 32 56 22 D 13.53 0.58 4.00 7.78 3+250.60 3+258.38 125 3+271.32 63 16 18 I 1.62 0.28 1.00 1.79 3+270.32 3+272.11 126 3+288.29 46 5 17 D 4.70 0.41 2.00 3.78 3+286.29 3+290.07 127 3+327.03 63 33 21 D 3.23 0.57 2.00 3.58 3+325.03 3+328.61 128 3+354.58 16 58 4 I 20.11 0.22 3.00 5.96 3+351.58 3+357.53 129 3+367.80 30 8 25 D 11.14 0.40 3.00 5.86 3+364.80 3+370.66 130 3+376.44 39 29 52 I 2.79 0.17 1.00 1.92 3+375.44 3+377.36 131 3+396.20 39 11 54 D 5.62 0.35 2.00 3.84 3+394.20 3+398.05 132 3+444.03 11 57 53 D 57.26 0.31 6.00 11.96 3+438.03 3+449.98 133 3+488.35 20 57 15 D 21.63 0.37 4.00 7.91 3+484.35 3+492.26 134 3+514.15 45 32 2 I 2.38 0.20 1.00 1.89 3+513.15 3+515.05 135 3+561.62 26 18 24 D 12.84 0.35 3.00 5.89 3+558.62 3+564.51 136 3+573.82 34 57 52 D 9.53 0.46 3.00 5.81 3+570.82 3+576.64 137 3+605.05 137 8 8 I 0.39 0.68 1.00 0.94 3+604.05 3+604.99 138 3+644.39 59 0 34 D 3.53 0.53 2.00 3.64 3+642.39 3+646.03 139 3+689.19 18 5 22 D 25.13 0.32 4.00 7.93 3+685.19 3+693.13 140 3+710.64 31 40 17 I 7.05 0.28 2.00 3.90 3+708.64 3+712.54 141 3+727.64 38 50 29 D 5.67 0.34 2.00 3.85 3+725.64 3+729.49 142 3+761.56 45 42 49 I 2.37 0.20 1.00 1.89 3+760.56 3+762.46 143 3+783.95 26 34 35 D 8.47 0.23 2.00 3.93 3+781.95 3+785.88 144 3+808.41 34 12 28 D 6.50 0.30 2.00 3.88 3+806.41 3+810.29 145 3+820.25 39 54 58 I 2.75 0.18 1.00 1.92 3+819.25 3+821.17 146 3+847.48 23 43 38 D 19.04 0.42 4.00 7.89 3+843.48 3+851.36 147 3+868.93 3 36 54 I 316.89 0.16 10.00 19.99 3+858.93 3+878.92 148 3+896.90 15 46 51 I 28.86 0.28 4.00 7.95 3+892.90 3+900.85 149 3+927.02 25 3 10 D 18.00 0.44 4.00 7.87 3+923.02 3+930.90 150 3+946.29 25 43 7 I 8.76 0.23 2.00 3.93 3+944.29 3+948.22 151 3+975.58 17 42 6 D 25.69 0.31 4.00 7.94 3+971.58 3+979.52 TANG EXT. RADIO L.C. PT PC PI N° CUADRO DE ELEMENTOS DE CURVA SENT. MIN GRA SEG ANG. DEFLEXION TANG EXT. RADIO L.C. PT PC PI N° CUADRO DE ELEMENTOS DE CURVA SENT. MIN GRA SEG ANG. DEFLEXION TANG EXT. RADIO L.C. PT PC PI N° CUADRO DE ELEMENTOS DE CURVA SENT. MIN GRA SEG ANG. DEFLEXION 152 4+028.72 14 15 4 I 24.00 0.19 3.00 5.97 4+025.72 4+031.69 153 4+061.69 9 11 46 D 74.60 0.24 6.00 11.97 4+055.69 4+067.66 154 4+074.24 24 41 57 I 9.13 0.22 2.00 3.94 4+072.24 4+076.17 155 4+107.68 17 37 19 D 25.81 0.31 4.00 7.94 4+103.68 4+111.62 156 4+140.01 38 39 23 I 5.70 0.34 2.00 3.85 4+138.01 4+141.86 157 4+147.45 39 20 56 D 5.59 0.35 2.00 3.84 4+145.45 4+149.29 158 4+162.30 27 25 48 D 16.39 0.48 4.00 7.85 4+158.30 4+166.15 159 4+173.14 43 58 50 I 2.48 0.19 1.00 1.90 4+172.14 4+174.04 160 4+189.55 27 21 47 D 16.43 0.48 4.00 7.85 4+185.55 4+193.40 161 4+231.40 9 39 14 D 118.42 0.42 10.00 19.95 4+221.40 4+241.35 162 4+277.74 17 24 13 D 26.13 0.30 4.00 7.94 4+273.74 4+281.67 163 4+309.27 15 25 30 I 14.77 0.13 2.00 3.98 4+307.27 4+311.25 164 4+331.73 50 14 36 D 4.27 0.45 2.00 3.74 4+329.73 4+333.47 165 4+342.75 74 22 57 I 1.32 0.34 1.00 1.71 4+341.75 4+343.46 166 4+352.35 41 9 25 D 7.99 0.54 3.00 5.74 4+349.35 4+355.09 167 4+425.70 53 1 51 D 4.01 0.47 2.00 3.71 4+423.70 4+427.41 168 4+443.78 102 57 42 I 0.80 0.48 1.00 1.43 4+442.78 4+444.21 169 4+465.63 47 17 24 D 4.57 0.42 2.00 3.77 4+463.63 4+467.40 170 4+478.59 65 14 6 D 3.13 0.59 2.00 3.56 4+476.59 4+480.14 171 4+509.72 113 21 48 I 0.66 0.54 1.00 1.30 4+508.72 4+510.02 172 4+521.49 26 36 14 I 8.46 0.23 2.00 3.93 4+519.49 4+523.42 173 4+546.12 64 5 59 D 3.19 0.57 2.00 3.57 4+544.12 4+547.69 174 4+567.30 25 56 60 I 13.02 0.34 3.00 5.90 4+564.30 4+570.20 175 4+599.75 9 19 14 D 122.67 0.41 10.00 19.96 4+589.75 4+609.70 176 4+631.49 31 11 1 D 14.33 0.55 4.00 7.80 4+627.49 4+635.29 177 4+640.31 52 3 38 D 4.10 0.46 2.00 3.72 4+638.31 4+642.03 178 4+682.42 122 15 20 I 0.55 0.59 1.00 1.18 4+681.42 4+682.59 179 4+701.06 24 48 60 I 9.09 0.22 2.00 3.94 4+699.06 4+702.99 180 4+731.75 62 7 15 D 3.32 0.56 2.00 3.60 4+729.75 4+733.35 181 4+751.48 40 24 59 D 5.43 0.36 2.00 3.83 4+749.48 4+753.31 182 4+761.07 86 13 34 I 1.07 0.40 1.00 1.61 4+760.07 4+761.67 183 4+772.71 55 22 28 D 3.81 0.49 2.00 3.68 4+770.71 4+774.39 184 4+809.21 14 18 45 D 63.72 0.50 8.00 15.92 4+801.21 4+817.13 185 4+824.71 11 15 58 I 40.55 0.20 4.00 7.97 4+820.71 4+828.68 186 4+848.35 69 50 24 D 2.86 0.63 2.00 3.49 4+846.35 4+849.84 187 4+864.23 13 17 17 I 34.34 0.23 4.00 7.96 4+860.23 4+868.20 188 4+873.56 118 44 44 I 0.59 0.57 1.00 1.23 4+872.56 4+873.78 189 4+900.07 64 7 32 D 3.19 0.57 2.00 3.57 4+898.07 4+901.65 190 4+926.52 15 55 1 D 28.61 0.28 4.00 7.95 4+922.52 4+930.47 191 4+936.40 21 19 54 I 21.24 0.37 4.00 7.91 4+932.40 4+940.30 192 4+954.12 0 13 46 D 1997.34 0.00 4.00 8.00 4+950.12 4+958.12 193 4+970.09 18 17 26 I 12.42 0.16 2.00 3.97 4+968.09 4+972.06 194 4+995.55 76 4 34 D 1.28 0.34 1.00 1.70 4+994.55 4+996.25 195 5+011.00 14 5 46 I 16.18 0.12 2.00 3.98 5+009.00 5+012.98 196 5+019.20 86 13 57 I 1.07 0.40 1.00 1.61 5+018.20 5+019.81 197 5+041.93 46 52 51 D 2.31 0.21 1.00 1.89 5+040.93 5+042.81 198 5+148.72 64 6 44 D 1.60 0.29 1.00 1.79 5+147.72 5+149.51 199 5+168.85 3 40 31 D 124.67 0.06 4.00 8.00 5+164.85 5+172.84 200 5+176.50 117 17 58 I 0.61 0.56 1.00 1.25 5+175.50 5+176.74 201 5+205.83 47 57 43 D 2.25 0.21 1.00 1.88 5+204.83 5+206.71 TANG EXT. RADIO L.C. PT PC PI N° CUADRO DE ELEMENTOS DE CURVA SENT. MIN GRA SEG ANG. DEFLEXION SECCION TIPO I SECCION TIPO II d = 14" d = 16" SECCION TIPO III d = 18" SECCION TIPO III SECCION TIPO II d = 18" d = 16" SECCION TIPO II d = 16" SECCION TIPO III SECCION TIPO II d = 18" d = 16" So = 0.5% 0.0000 0.000000 PLANTA ESCALA: 1/2,000 PLANTA ESCALA: 1/2,000 PLANTA ESCALA: 1/2,000 PLANTA ESCALA: 1/2,000 PLANTA ESCALA: 1/2,000 PERFIL LONGITUDINAL ESCALA: H=1/2 000 V=1/200 PERFIL LONGITUDINAL ESCALA: H=1/2 000 V=1/200 PERFIL LONGITUDINAL ESCALA: H=1/2 000 V=1/200 PERFIL LONGITUDINAL ESCALA: H=1/2 000 V=1/200 PERFIL LONGITUDINAL ESCALA: H=1/2 000 V=1/200 CANOA Nº 01 KM 0+515 CANOA Nº 02 KM 0+597 CANOA Nº 03 KM 0+628 CANOA Nº 04 KM 0+725 ALCANTARILLA Nº 01 KM 0+860 ALCANTARILLA Nº 02 KM 1+415 CANOA Nº 05 KM 1+810 CANOA Nº 06 KM 1+980 CANOA Nº 07 KM 2+065 CANOA Nº 08 KM 2+195 CANOA Nº 09 KM 2+402 CANOA Nº 10 KM 2+606 CANOA Nº 11 KM 2+923 CANOA Nº 12 KM 3+058 CANOA Nº 13 KM 3+225 CANOA Nº 14 KM 3+272 CANOA Nº 15 KM 3+605 CANOA Nº 16 KM 3+820 ALCANTARILLA Nº 03 KM 4+048 CANOA Nº 17 KM 4+323 ALCANTARILLA Nº 04 KM 4+444 CANOA Nº 18 KM 4+510 ALCANTARILLA Nº 05 KM 4+550 ALCANTARILLA Nº 06 KM 4+567 CANOA Nº 19 KM 4+682 CANOA Nº 20 KM 4+762 CANOA Nº 21 KM 4+872 CANOA Nº 22 KM 4+936 ALCANTARILLA Nº 07 KM 4+957 CANOA Nº 23 KM 4+972 CANOA Nº 24 KM 5+018 ALCANTARILLA Nº 08 KM 5+176 CANOA Nº 01 KM 0+515 CANOA Nº 02 KM 0+597 CANOA Nº 03 KM 0+628 CANOA Nº 04 KM 0+725 ALCANTARILLA Nº 01 KM 0+860 ALCANTARILLA Nº 02 KM 1+415 CANOA Nº 05 KM 1+810 CANOA Nº 06 KM 1+980 CANOA Nº 07 KM 2+065 CANOA Nº 08 KM 2+195 CANOA Nº 09 KM 2+402 CANOA Nº 10 KM 2+606 CANOA Nº 11 KM 2+923 CANOA Nº 12 KM 3+058 CANOA Nº 13 KM 3+225 CANOA Nº 14 KM 3+272 CANOA Nº 15 KM 3+605 CANOA Nº 16 KM 3+820 ALCANTARILLA Nº 03 KM 4+048 CANOA Nº 17 KM 4+323 ALCANATARILLA Nº 04 KM 4+444 CANOA Nº 18 KM 4+510 ALCANTARILLA Nº 05 KM 4+550 ALCANTARILLA Nº 06 KM 4+567 CANOA Nº 19 KM 4+682 CANOA Nº 20 KM 4+762 CANOA Nº 21 KM 4+872 CANOA Nº 22 KM 4+936 ALCANTARILLA Nº 07 KM 4+957 CANOA Nº 23 KM 4+972 CANOA Nº 24 KM 5+018 ALCANTARILLA Nº 08 KM 5+176 CANOA Nº 12 KM 3+058 CANOA Nº 11 KM 2+923 4 1 4 1 4 1 4 1 4 1 ROCA SUELTA : 15% ROCA FIJA : 10% MATERIAL COMUN: 75% R.S. : 10% R.F. : 90% R.S. : 60% R.F. : 20% M.C. : 20% ROCA SUELTA : 20% ROCA FIJA : 80% ROCA SUELTA : 10% ROCA FIJA : 90% ROCA SUELTA : 20% ROCA FIJA : 10% MATERIAL COMUN: 70% ROCA SUELTA : 30% ROCA FIJA : 40% MATERIAL COMUN: 30% ROCA SUELTA : 40% ROCA FIJA : 50% MATERIAL COMUN: 10% ROCA SUELTA : 30% ROCA FIJA : 50% MATERIAL COMUN: 20% ROCA SUELTA : 10% ROCA FIJA : 80% MATERIAL COMUN: 10% ROCA SUELTA : 20% ROCA FIJA : 60% MATERIAL COMUN: 20% ROCA SUELTA : 10% ROCA FIJA : 80% MATERIAL COMUN: 10% ROCA SUELTA : 20% ROCA FIJA : 60% MATERIAL COMUN: 20% ROCA SUELTA : 10% ROCA FIJA : 80% MATERIAL COMUN: 10% R.S. : 10% R.F. : 80% M.C. : 10% ROCA SUELTA : 20% ROCA FIJA : 60% MATERIAL COMUN: 20% ROCA SUELTA : 20% ROCA FIJA : 65% MATERIAL COMUN: 15% ROCA SUELTA : 20% ROCA FIJA : 70% MATERIAL COMUN: 10% ROCA SUELTA : 20% ROCA FIJA : 20% MATERIAL COMUN: 60% ROCA SUELTA : 20% ROCA FIJA : 20% MATERIAL COMUN: 60% ROCA SUELTA : 20% ROCA FIJA : 10% MATERIAL COMUN: 70% ROCA SUELTA : 10% ROCA FIJA : 10% MATERIAL COMUN: 80% ROCA SUELTA : 15% ROCA FIJA : 10% MATERIAL COMUN: 75% ROCA SUELTA : 25% ROCA FIJA : 10% MATERIAL COMUN: 65% ROCA SUELTA : 10% ROCA FIJA : 10% MATERIAL COMUN: 80% CAJA DE INSPECCION Nº 01 KM. 0+255.45 Nº 02 KM. 0+500 Nº 03 KM 0+755.00 Nº 04 KM 1+013.23 Nº 04 KM 1+013.23 Nº 05 KM 1+311.39 Nº 06 KM 1+591.33 Nº 07 KM 1+794.08 KM 2+011.57 Nº 08 KM 2+011.57 Nº 08 KM 2+352.48 Nº 09 KM 2+542.90 Nº 10 KM 3+00 Nº 01 KM 3+254.60 Nº 02 KM 3+00 Nº 01 KM 3+514.15 Nº 03 KM 3+726.64 Nº 04 KM 4+320 Nº 07 KM 4+546.12 Nº 11 KM 4+848.35 Nº 08 KM 5+041.93 Nº 09 Nº 02 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 01 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 02 DADOS DE CONCRETO f'c=140 KG/CM2 DADOS DE CONCRETO f'c=140 KG/CM2 DADOS DE CONCRETO f'c=140 KG/CM2 DADOS DE CONCRETO f'c=140 KG/CM2 DADOS DE CONCRETO f'c=140 KG/CM2 DADOS DE CONCRETO f'c=140 KG/CM2 Nº13 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 14 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 15 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 16 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 20 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 22 DADOS DE CONCRETO f'c=140 KG/CM2 Nº24 y 25 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 26 y 27 DADOS DE CONCRETO f'c=140 KG/CM2 Nº28 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 29 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 30 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 31 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 32 Nº 03 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 04 DADOS DE CONCRETO f'c=140 KG/CM2 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 05 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 06 Nº 07 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 08 Nº 09 Nº 10 Nº 11 Nº 12 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 18 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 19 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 21 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 23 Nº 01 KM. 0+255.45 KM. 0+500 Nº 03 KM 0+755.00 Nº 02 Nº 04 KM 1+013.23 Nº 05 KM 1+311.39 Nº 06 KM 1+591.33 Nº 07 KM 1+794.08 BUZON DE INSPECCION KM 2+011.57 Nº 08 KM 2+303.29 Nº 09 KM 2+542.90 Nº 10 Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL KM 4+100 Nº 06 Y TOMA LATERAL KM 3+00 Nº 01 Nº 01 Nº 02 KM 3+254.60 KM 3+514.15 Nº 03 Nº 05 KM 3+720 Nº 04 KM 3+880 KM 3+880 KM 3+880 Nº 05 Y TOMA LATERAL CAJA DE INSPECCION KM 5+277.5 Nº 11 Y TOMA LATERAL KM 4+320 Nº 07 KM 4+100 Nº 06 CAJA DE INSPECCION KM 4+546.12 Nº 11 KM 4+848.35 Nº 08 KM 5+041.93 Nº 09 Y TOMA LATERAL KM 5+205.83 Nº 10 Y TOMA LATERAL KM 5+200 Y TOMA LATERAL Nº 10 CAJA DE INSPECCION Y TOMA LATERAL Nº 11 CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION RAPIDAS CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION CAJA DE INSPECCION Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL Y TOMA LATERAL DADOS DE CONCRETO f'c=140 KG/CM2 Nº 17 DADOS DE CONCRETO f'c=140 KG/CM2 Nº 17 TUB. PERFILADA CODO 135º TUB. PERFILADA CODO 135º TUB. PERFILADA CODO 135º TUB. PERFILADA CODO 135º TUB. PERFILADA CODO 127º TUB. PERFILADA CODO 131º TUB. PERFILADA CODO 134º TUB. PERFILADA CODO 129º TUB. PERFILADA CODO 125º TUB. PERFILADA CODO 128º TUB. PERFILADA CODO 105º TUB. PERFILADA CODO 105º TUB. PERFILADA CODO 117º TUB. PERFILADA CODO 118º TUB. PERFILADA CODO 111º TUB. PERFILADA CODO 75º TUB. PERFILADA CODO 97º TUB. PERFILADA CODO 111º TUB. PERFILADA CODO 66º TUB. PERFILADA CODO 124º TUB. PERFILADA CODO 101º TUB. PERFILADA CODO 125º TUB. PERFILADA CODO 125º TUB. PERFILADA CODO 144º TUB. PERFILADA CODO 141º TUB. PERFILADA CODO 145º TUB. PERFILADA CODO 93º TUB. PERFILADA CODO 117º TUB. PERFILADA CODO 116º TUB. PERFILADA CODO 43º TUB. PERFILADA CODO 77º TUB. PERFILADA CODO 67º TUB. PERFILADA CODO 58º TUB. PERFILADA CODO 94º TUB. PERFILADA CODO 61º TUB. PERFILADA CODO 94º TUB. PERFILADA CODO 63º TUB. PERFILADA CODO 95º TUB. PERFILADA CODO 124º TUB. PERFILADA CODO 114º TUB. PERFILADA CODO 121º TUB. PERFILADA CODO 144º TUB. PERFILADA CODO 106º TUB. PERFILADA CODO 127º TUB. PERFILADA CODO 128º TUB. PERFILADA CODO 149º TUB. PERFILADA CODO 101º TUB. PERFILADA CODO 138º TUB. PERFILADA CODO 114º TUB. PERFILADA CODO 111º TUB. PERFILADA CODO 109º TUB. PERFILADA CODO 114º TUB. PERFILADA CODO 135º TUB. PERFILADA CODO 122º TUB. PERFILADA CODO 132º TUB. PERFILADA CODO 140º TUB. PERFILADA CODO 125º TUB. PERFILADA CODO 141º TUB. PERFILADA CODO 119º TUB. PERFILADA CODO 121º TUB. PERFILADA CODO 135º TUB. PERFILADA CODO 140º TUB. PERFILADA CODO 118º TUB. PERFILADA CODO 116º TUB. PERFILADA CODO 149º TUB. PERFILADA CODO 142º TUB. PERFILADA CODO 147º TUB. PERFILADA CODO 147º TUB. PERFILADA CODO 123º TUB. PERFILADA CODO 123º TUB. PERFILADA CODO 140º TUB. PERFILADA CODO 142º TUB. PERFILADA CODO 133º TUB. PERFILADA CODO 115º TUB. PERFILADA CODO 125º TUB. PERFILADA CODO 136º TUB. PERFILADA CODO 116º TUB. PERFILADA CODO 104º -6 -4 -2 0 2 4 6 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 2841 2841 2842 2842 0+000 2838.13 2837.40 -6 -4 -2 0 2 4 6 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 0+020 2837.00 2836.00 -6 -4 -2 0 2 4 6 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 0+030 2836.25 2835.90 -6 -4 -2 0 2 4 6 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 0+040 2836.21 2835.80 -6 -4 -2 0 2 4 6 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 0+060 2836.11 2835.60 -6 -4 -2 0 2 4 6 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 0+070 2835.76 2835.50 -6 -4 -2 0 2 4 6 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 0+080 2835.54 2835.40 -6 -4 -2 0 2 4 6 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 0+090 2835.63 2835.30 -6 -4 -2 0 2 4 6 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 2841 2841 0+100 2835.37 2835.20 -6 -4 -2 0 2 4 6 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 0+120 2835.34 2835.00 -6 -4 -2 0 2 4 6 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 0+130 2835.31 2834.90 -6 -4 -2 0 2 4 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 0+140 2835.30 2834.80 -6 -4 -2 0 2 4 6 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 0+150 2835.37 2834.70 -6 -4 -2 0 2 4 6 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 0+160 2835.16 2834.60 -6 -4 -2 0 2 4 6 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 0+170 2835.03 2834.50 -6 -4 -2 0 2 4 6 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 0+180 2834.96 2834.40 -6 -4 -2 0 2 4 6 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 0+190 2834.70 2834.30 -6 -4 -2 0 2 4 6 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 0+200 2834.59 2834.20 -6 -4 -2 0 2 4 6 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+220 2834.36 2834.00 -6 -4 -2 0 2 4 6 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 0+240 2834.06 2833.80 -6 -4 -2 0 2 4 6 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 0+260 2834.04 2833.60 -6 -4 -2 0 2 4 6 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 0+280 2833.89 2833.40 -6 -4 -2 0 2 4 6 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 0+290 2833.84 2833.30 -6 -4 -2 0 2 4 6 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 0+300 2833.93 2833.20 -6 -4 -2 0 2 4 6 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+320 2833.93 2833.00 -6 -4 -2 0 2 4 6 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+340 2833.88 2832.80 -6 -4 -2 0 2 4 6 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+350 2833.85 2832.70 -6 -4 -2 0 2 4 6 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+360 2833.69 2832.60 -6 -4 -2 0 2 4 6 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+380 2833.33 2832.50 -6 -4 -2 0 2 4 6 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+400 2833.13 2832.40 -6 -4 -2 0 2 4 6 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 0+420 2833.81 2832.30 -6 -4 -2 0 2 4 6 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 0+440 2833.12 2832.20 -6 -4 -2 0 2 4 6 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 0+460 2833.01 2832.10 -6 -4 -2 0 2 4 6 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+470 2833.92 2832.05 -6 -4 -2 0 2 4 6 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+480 2833.38 2832.00 -6 -4 -2 0 2 4 6 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+500 2833.71 2831.90 -6 -4 -2 0 2 4 6 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+520 2832.99 2831.80 -6 -4 -2 0 2 4 6 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+530 2832.17 2831.75 -6 -4 -2 0 2 4 6 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 0+540 2833.03 2831.70 -6 -4 -2 0 2 4 6 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 0+560 2833.47 2831.60 -6 -4 -2 0 2 4 6 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+580 2832.93 2831.50 -6 -4 -2 0 2 4 6 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+590 2832.77 2831.45 -6 -4 -2 0 2 4 6 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 0+600 2832.97 2831.40 -4 -2 0 2 4 6 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 0+610 2832.38 2831.35 -6 -4 -2 0 2 4 6 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+620 2833.05 2831.30 -6 -4 -2 0 2 4 6 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 0+630 2833.44 2831.25 -6 -4 -2 0 2 4 6 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+640 2832.73 2831.20 -6 -4 -2 0 2 4 6 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 0+660 2833.20 2831.10 -6 -4 -2 0 2 4 6 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 0+670 2833.10 2831.05 -6 -4 -2 0 2 4 6 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 0+680 2832.74 2831.00 -6 -4 -2 0 2 4 6 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 0+700 2832.82 2830.90 -6 -4 -2 0 2 4 6 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+710 2833.00 2830.85 -6 -4 -2 0 2 4 6 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 0+720 2832.86 2830.80 -6 -4 -2 0 2 4 6 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+740 2832.61 2830.70 -6 -4 -2 0 2 4 6 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 0+760 2832.35 2830.60 -6 -4 -2 0 2 4 6 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 0+770 2832.07 2830.55 -6 -4 -2 0 2 4 6 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+780 2831.68 2830.50 -6 -4 -2 0 2 4 6 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 0+790 2831.68 2830.45 -6 -4 -2 0 2 4 6 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 0+800 2831.46 2830.40 -6 -4 -2 0 2 4 6 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 0+820 2831.00 2830.30 -6 -4 -2 0 2 4 6 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 0+840 2830.67 2830.20 -6 -4 -2 0 2 4 6 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 0+860 2829.68 2829.30 -6 -4 -2 0 2 4 6 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 0+880 2828.97 2828.40 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 0+890 2828.41 2827.95 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 0+900 2828.08 2827.50 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 0+910 2827.80 2827.45 -6 -4 -2 0 2 4 6 2821 2821 2822 2822 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 0+920 2827.74 2827.40 -6 -4 -2 0 2 4 6 2822 2822 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 0+940 2827.77 2827.30 -6 -4 -2 0 2 4 6 2822 2822 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 0+960 2827.74 2827.20 -6 -4 -2 0 2 4 6 2822 2822 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 0+980 2827.70 2827.10 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 1+000 2827.99 2827.00 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 1+000 2827.99 2827.00 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 1+020 2827.77 2826.95 -6 -4 -2 0 2 4 6 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 1+040 2827.74 2826.90 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 1+060 2827.54 2826.85 -6 -4 -2 0 2 4 6 2822 2822 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 1+080 2827.30 2826.80 -6 -4 -2 0 2 4 6 2822 2822 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 1+090 2827.24 2826.78 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 2839 2839 2840 2840 1+100 2827.33 2826.75 -6 -4 -2 0 2 4 6 2822 2822 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 1+120 2827.23 2826.70 -6 -4 -2 0 2 4 6 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 1+130 2827.28 2826.68 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 1+140 2827.35 2826.65 -6 -4 -2 0 2 4 6 2822 2822 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 1+160 2827.20 2826.60 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 1+170 2827.12 2826.57 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 1+180 2827.03 2826.55 -6 -4 -2 0 2 4 6 2822 2822 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 1+190 2826.97 2826.53 -6 -4 -2 0 2 4 6 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 1+200 2828.12 2826.50 -6 -4 -2 0 2 4 6 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 2833 2833 2834 2834 2835 2835 2836 2836 2837 2837 2838 2838 1+220 2831.83 2826.45 -6 -4 -2 0 2 4 6 2822 2822 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 2832 2832 1+240 2827.10 2826.40 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 1+260 2827.22 2826.35 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 1+280 2827.09 2826.30 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 1+290 2826.99 2826.28 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 1+300 2826.87 2826.25 -6 -4 -2 0 2 4 6 2822 2822 2823 2823 2824 2824 2825 2825 2826 2826 2827 2827 2828 2828 2829 2829 2830 2830 2831 2831 1+320 2826.75 2826.20 -6 -4 -2 0 2 4 6 2823 2823 2824 2824 2825 2825 2826 2826 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-6 -4 -2 0 2 4 6 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 2792 2792 2793 2793 2794 2794 4+980 2789.77 2787.68 -6 -4 -2 0 2 4 6 2784 2784 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 2792 2792 2793 2793 5+000 2790.24 2787.62 -6 -4 -2 0 2 4 6 2784 2784 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 2792 2792 5+040 2788.84 2787.50 -6 -4 -2 0 2 4 6 2783 2783 2784 2784 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 2792 2792 5+060 2788.67 2787.44 -6 -4 -2 0 2 4 6 2782 2782 2783 2783 2784 2784 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 5+080 2788.63 2787.38 -6 -4 -2 0 2 4 6 2784 2784 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 2792 2792 5+100 2788.75 2787.32 -6 -4 -2 0 2 4 6 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 2792 2792 5+120 2788.94 2787.26 -6 -4 -2 0 2 4 6 2784 2784 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 2792 2792 5+140 2788.39 2787.20 -6 -4 -2 0 2 4 6 2782 2782 2783 2783 2784 2784 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 2792 2792 2793 2793 2794 2794 5+160 2788.95 2787.14 -6 -4 -2 0 2 4 6 2783 2783 2784 2784 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 2792 2792 2793 2793 2794 2794 5+170 2788.76 2787.11 -6 -4 -2 0 2 4 6 2784 2784 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 2792 2792 2793 2793 2794 2794 2795 2795 5+180 2788.99 2787.08 -6 -4 -2 0 2 4 6 2781 2781 2782 2782 2783 2783 2784 2784 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 2790 2790 2791 2791 5+200 2788.76 2787.02 -6 -4 -2 0 2 4 6 2780 2780 2781 2781 2782 2782 2783 2783 2784 2784 2785 2785 2786 2786 2787 2787 2788 2788 2789 2789 5+220 2785.52 2784.62 -6 -4 -2 0 2 4 6 2778 2778 2779 2779 2780 2780 2781 2781 2782 2782 2783 2783 2784 2784 2785 2785 2786 2786 2787 2787 5+240 2783.33 2782.22 -6 -4 -2 0 2 4 6 2778 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1.36 1.21 1.18 1.22 2.71 2.69 2.76 2.19 1.14 0.92 0.88 1.18 1.35 0.57 0.19 0.66 0.97 0.52 0.66 1.10 0.62 0.46 0.47 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.04 0.00 0.00 0.53 1.69 0.12 0.00 0.35 0.31 0.00 0.39 0.75 0.65 1.27 1.28 1.05 0.65 0.48 0.35 0.36 0.39 0.69 0.72 0.63 0.55 0.72 0.74 0.74 0.69 0.65 0.65 0.65 0.66 0.58 0.00 0.00 0.00 0.36 0.77 0.74 0.64 0.00 0.00 0.00 0.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.15 0.58 0.12 0.65 2.69 2.53 2.90 2.96 2.66 1.01 0.93 0.68 0.51 0.56 1.22 0.92 0.76 0.62 0.49 1.93 0.79 0.82 0.86 1.89 2.10 2.23 0.96 1.44 1.29 1.10 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 0.16 0.00 0.00 0.00 0.00 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.41 0.46 0.58 0.18 0.16 0.45 0.52 0.98 0.64 0.66 0.55 0.42 0.40 0.48 0.44 0.50 0.56 0.49 0.45 0.41 0.38 1.73 5.21 0.56 0.68 0.63 0.57 0.50 0.45 0.51 0.50 0.44 0.64 0.43 0.16 1.47 1.57 0.54 0.21 0.17 0.00 0.00 0.21 0.84 0.78 0.36 0.62 0.33 0.18 0.38 0.47 0.60 0.69 0.00 0.00 0.16 0.00 0.00 0.12 0.32 0.51 0.30 0.29 0.47 KM AREA CORTE AREA RELLENO KM AREA CORTE AREA RELLENO KM AREA CORTE AREA RELLENO KM AREA CORTE AREA RELLENO KM AREA CORTE AREA RELLENO 31,87 EJE DE BOCATOMA RIO HUILLCAMAYO KM 0+000 ANTECANAL DESARENADOR CANAL ENTUBADO UBICACION DE BOTADERO 5

Language	Spanish
Drawing Type	Plan
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, canal, channel, construction, cuts, details, distribution, DWG, fornecimento de água, irrigation, kläranlage, l'approvisionnement en eau, plan, plans, plants, progressive, supply, treatment plant, wasserversorgung, water