Canal Irrigation DWG Block for AutoCAD

Canal Irrigation DWG Block for AutoCAD

System Irrigation Cannel, Improvement channel

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

N.m., Magnetic, gate, responsable:, reviewed:, approved:, Yungay, province, Plant profile long., design:, surveyor:, drawing:, Quillo, location, Parachutist, district, flat:, draft:, Location:, December, Indicated, scale:, date:, Lamina nº:, Ing, Ancash, region, District municipality of quillo, Longitudinal profile, Esc. V: esc. H:, Typical channel, left side, right side, Wall thickness of simple concrete channel, Sealed construction joints with, Asphalt mixture, Width of height of wall, material, Healthy rock, clay, Earth, Of the water service of the canal irrigation system shucosruri in the village of pariacolca. district of, Water intake, Sechin river, Canal in terrain, natural, Main channel, Magnetic, Magnetic north, Contour lines, Magnetic, legend, Magnetic, Water intake, Sechin river, Canal in terrain, natural, Main channel, Magnetic, responsable:, reviewed:, approved:, Yungay, province, Plant profile long., design:, surveyor:, drawing:, Quillo, location, district, flat:, draft:, Location:, November, Indicated, scale:, date:, Lamina nº:, Ing, Ancash, region, District municipality of quillo, Longitudinal profile, Esc. V: esc. H:, Typical channel, left side, right side, Wall thickness of simple concrete channel, Sealed construction joints with, Asphalt mixture, Width of height of wall, material, Healthy rock, clay, Earth, ground, Flush, ground, Flush, elevation, Progressive, Elev. ground, Elev. Flush, cut, filling, elevation, Progressive, Elev. ground, Elev. Flush, cut, filling, plant, Esc. H:, elevation, Progressive, Elev. ground, Elev. Flush, cut, filling, elevation, Progressive, Elev. ground, Elev. Flush, cut, filling, plant, Esc. H:, Locality of pariacolca, Water intake, Sechin river, Canal in terrain, natural, Main channel, Magnetic, channel, channel, Plant location, Water intake, Sechin river, Canal in terrain, natural, Main channel, Magnetic, Plant location, concrete, Simple concrete:, Aggregates, Formwork, Coarse aggregate:, Fine aggregate:, cement, Portland type cement, The water used in the preparation of the concrete must be fresh water, Which does not contain chemical solutions other agents harmful to, concrete., Crushed stone of, It must come from stable hard rocks and must not contain, Organic materials or disintegrating rocks., Sand will be used this should not contain earth clays in, Percentage that exceeds that of his own account should not contain, Materials of organic origin., Technical specifications, rules, Curing the structures for days at the end of, Control the forge to achieve optimum resistance., Related searches, Technical standards for masonry, Seismic-resistant design standards r.n.e. Peru, Concrete curing, A.c.i., Water, day, Channels, Main channel, concrete, Simple concrete:, Aggregates, Formwork, Coarse aggregate:, Fine aggregate:, cement, Portland type cement, The water used in the preparation of the concrete must be fresh water, Which does not contain chemical solutions other agents harmful to, concrete., Crushed stone of, It must come from stable hard rocks and must not contain, Organic materials or disintegrating rocks., Sand will be used this should not contain earth clays in, Percentage that exceeds that of his own account should not contain, Materials of organic origin., Technical specifications, rules, Curing the structures for days at the end of, Control the forge to achieve optimum resistance., Related searches, Technical standards for masonry, Seismic-resistant design standards r.n.e. Peru, Concrete curing, A.c.i., Water, day, Channels, Main channel, Parachutist, Of the water service of the canal irrigation system shucosruri in the village of pariacolca. district of, responsable:, reviewed:, approved:, Yungay, province, Plant profile long., design:, surveyor:, drawing:, Quillo, location, Parachutist, district, flat:, draft:, Location:, February, Indicated, scale:, date:, Lamina nº:, Ing, Ancash, region, District municipality of quillo, Longitudinal profile, Esc. V: esc. H:, Typical channel, left side, right side, Wall thickness of simple concrete channel, Sealed construction joints with, Asphalt mixture, Width of height of wall, material, Healthy rock, clay, Earth, Of the water service of the canal irrigation system shucosruri in the village of pariacolca. district of, ground, Flush, elevation, Progressive, Elev. ground, Elev. Flush, cut, filling, elevation, Progressive, Elev. ground, Elev. Flush, cut, filling, plant, Esc. H:, concrete, Simple concrete:, Aggregates, Formwork, Coarse aggregate:, Fine aggregate:, cement, Portland type cement, The water used in the preparation

Raw text data extracted from CAD file:

N 0 00 \A1;Y \A1;0.40 \A1;.10 \A1;0.40 \A1;0.10 \A1;T \A1;0.10 \A1;Y=0.30 \A1;H=0.40 \A1;.10 \A1;B=0.30 \A1;0.10 \A1;T=0.30 \A1;0.10 N.M. MAGNETIC COMPUERTA COMPUERTA 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 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+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 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+020 2+040 2+060 EP:\C0; 2+069.68 KM:0.00 KM:1.00 KM:2.00 KM:2.07 L1 L24 L25 L26 L34 L36 L37 L38 L40 L42 L44 L45 L46 L48 L49 L52 L53 L55 L56 L57 L58 L59 L61 L64 L65 C11 C18 C22 C24 C25 C26 C30 C33 C34 C35 C39 C40 C41 C44 C45 C48 C53 C55 C57 C58 C61 C62 C63 C64 71.00 95.00 106.00 112.00 \A1;Y \A1;0.40 \A1;.10 \A1;0.40 \A1;0.10 \A1;T \A1;0.10 \A1;Y=0.30 \A1;H=0.40 \A1;.10 \A1;B=0.30 \A1;0.10 \A1;T=0.30 \A1;0.10 -0.83% -1.55% -2.91% -0.76% -4.65% 0.121 0.102 0.607 0.453 0.444 0.213 0.108 0.226 0.354 0.553 0.213 0.244 0.637 0.470 0.283 0.196 0.086 S=-0.83% L=428.80 S=-1.55% L=976.21 0.233 0.119 0.294 0.027 0.409 0.368 0.596 0.841 1.318 0.034 0.618 0.898 0.237 0.399 0.528 0.906 0.696 1.713 1.582 1.496 1.064 1.279 0.806 1.061 0.624 0.150 0.009 0.224 S=-2.91% L=185.23 S=-0.76% L=316.58 S=-4.65% L=471.17 S=-7.76% L=238.98 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 \A1;0.12 \A1;0.80 \A1;0.12 \A1;0.12 \A1;0.50 \A1;0.60 \A1;0.60 \A1;0.12 \A1;0.80 \A1;0.12 \A1;0.12 \A1;0.50 \A1;0.60 \A1;0.60 5 5 5 5 5 5 5 0.40 0.30 c L 5 5 5 5 5 5 5 RESPONSABLE: REVISADO: APROBADO: YUNGAY PROVINCIA PLANTA - PERFIL LONG. DISEÑO: TOPOGRAFO: DIBUJO: QUILLO LOCALIDAD PARIACOLCA DISTRITO PLANO: PROYECTO: UBICACION: KM\H0.7143x; 0+000 - 1+000 DICIEMBRE 2012 INDICADA ESCALA: FECHA: LAMINA Nº: PP - 01 Ingº ANCASH REGION MUNICIPALIDAD DISTRITAL DE QUILLO PERFIL LONGITUDINAL ESC. V: 1:200 ESC. H: 1:2,000 \LSECCION TIPICA DE CANAL LADO IZQUIERDO LADO DERECHO ESPESOR DE MURO DE CANAL DE 0.10 m DE CONCRETO SIMPLE F'c=175 Kg/cm2 Y JUNTAS DE CONSTRUCCION @ 3.50 m, SELLADOS CON MEZCLA ASFALTICA 1:Z2 1:Z1 B = ANCHO DE PLANTILLA H = ALTURA DE MURO MATERIAL Z1 Z2 ROCA SANA 0 0 ARCILLA 0.5 1 TIERRA 1 0.5 "MEJORAMIENTO DEL SERVICIO DE AGUA DE DEL SISTEMA DE RIEGO CANAL SHUCOSRURI EN EL CASERIO DE PARIACOLCA. DISTRITO DE QUILLO-YUNGAY-ANCASH" 0.746 0.538 0.289 0.644 0.864 0.995 1.126 1.316 1.397 1.125 1.407 0.773 0.796 1.142 0.992 0.244 0.066 0.074 0.193 0.174 0.212 0.203 0.276 0.058 0.392 0.648 1.111 0.342 0.072 0.308 0.516 0.615 1930.219 1930.054 1929.888 1929.723 1929.557 1929.392 1929.226 1929.061 1928.895 1928.730 1928.564 1928.399 1928.233 1928.068 1927.902 1927.737 1927.458 1927.148 1926.839 1926.529 1926.219 1925.909 1925.600 1925.290 1924.980 1924.670 1924.361 1924.051 1923.741 1923.431 1923.121 1922.812 1922.502 1922.192 1921.882 1921.573 1921.263 1920.953 1920.643 1920.334 1920.024 1919.714 1919.404 1919.095 1918.785 1918.475 1918.165 1917.856 1916.546 1930.966 1930.592 1930.177 1930.367 1930.421 1930.387 1930.352 1930.376 1930.292 1929.855 1929.971 1929.172 1929.030 1929.210 1928.894 1927.981 1927.524 1927.222 1927.032 1926.408 1926.393 1925.807 1925.812 1925.493 1924.373 1924.218 1923.917 1923.838 1923.633 1923.707 1922.896 1922.458 1921.949 1921.980 1921.639 1920.936 1920.793 1920.671 1920.702 1920.726 1920.671 1920.825 1919.746 1919.167 1918.589 1918.389 1918.473 1918.371 1917.060 0.615 1915.546 1916.060 8 968,100.00 829400.00 8 968,100.00 829600.00 8 968,100.00 829800.00 8 968,100.00 8240,000.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,300.00 829400.00 8 968,500.00 829400.00 8 968,700.00 829400.00 8 968,900.00 829400.00 8240,200.00 8240,400.00 8240,600.00 8240,800.00 8241,000.00 8241,200.00 8241,400.00 8241,600.00 8241,800.00 1930.00 1230.00 1930.00 1920.00 1910.00 1900.00 1890.00 1880.00 1870.00 1860.00 1940.00 1950.00 1930.00 1930.00 1920.00 1910.00 1900.00 1890.00 1880.00 1870.00 1860.00 1940.00 1950.00 1930.00 1930.00 1920.00 1910.00 1900.00 1890.00 1880.00 1870.00 1860.00 1940.00 1950.00 1930.00 1930.00 1920.00 1910.00 1900.00 1890.00 1880.00 1870.00 1860.00 1940.00 1950.00 toma de agua rio sechin CANAL EN TERRENO NATURAL KM:0.00 CANAL PRINCIPAL MAGNETIC MAGNETIC KM:0.50 KM:1.00 KM:1.50 KM:2.00 3040 3045 NORTE MAGNETICO CURVAS DE NIVEL MAGNETIC LEYENDA 8 968,100.00 829600.00 8 968,100.00 829800.00 8 968,100.00 8240,000.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,300.00 829400.00 8 968,500.00 8 968,700.00 8240,200.00 8240,400.00 8240,600.00 1230.00 1930.00 1930.00 1920.00 1910.00 1900.00 1890.00 1880.00 1870.00 1860.00 1940.00 1950.00 1930.00 1930.00 1920.00 1910.00 1900.00 1890.00 1880.00 1870.00 1860.00 1940.00 1950.00 MAGNETIC KM:1.00 KM:1.50 KM:2.00 8 968,100.00 829400.00 8 968,100.00 829600.00 8 968,100.00 829800.00 8 968,100.00 8240,000.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,300.00 829400.00 8 968,500.00 829400.00 8 968,700.00 829400.00 8 968,900.00 829400.00 8240,200.00 8240,400.00 8240,600.00 8240,800.00 8241,000.00 8241,200.00 8241,400.00 8241,600.00 1930.00 1230.00 1930.00 1920.00 1910.00 1900.00 1890.00 1880.00 1870.00 1860.00 1940.00 1950.00 1930.00 1930.00 1920.00 1910.00 1900.00 1890.00 1880.00 1870.00 1860.00 1940.00 1950.00 1930.00 1930.00 1920.00 1910.00 1900.00 1890.00 1880.00 1870.00 1860.00 1940.00 1950.00 1930.00 1930.00 1920.00 1910.00 1900.00 1890.00 1880.00 1870.00 1860.00 1940.00 1950.00 toma de agua rio sechin CANAL EN TERRENO NATURAL KM:0.00 CANAL PRINCIPAL MAGNETIC MAGNETIC KM:0.50 KM:1.00 KM:1.50 KM:2.00 1+000 1+050 1+100 1+150 1+200 1+250 1+300 1+350 1+400 1+450 1+500 1+550 1+600 1+650 1+700 1+750 1+800 1+850 1+900 1+950 2+000 2+020 RESPONSABLE: REVISADO: APROBADO: YUNGAY PROVINCIA PLANTA - PERFIL LONG. DISEÑO: TOPOGRAFO: DIBUJO: QUILLO LOCALIDAD DISTRITO PLANO: PROYECTO: UBICACION: KM\H0.7143x; 1+000 - 2+000 NOVIEMBRE 2011 INDICADA ESCALA: FECHA: LAMINA Nº: PP - 02 Ingº ANCASH REGION MUNICIPALIDAD DISTRITAL DE QUILLO PERFIL LONGITUDINAL ESC. V: 1:200 ESC. H: 1:2,000 \LSECCION TIPICA DE CANAL LADO IZQUIERDO LADO DERECHO ESPESOR DE MURO DE CANAL DE 0.10 m DE CONCRETO SIMPLE F'c=175 Kg/cm2 Y JUNTAS DE CONSTRUCCION @ 3.50 m, SELLADOS CON MEZCLA ASFALTICA 1:Z2 1:Z1 B = ANCHO DE PLANTILLA H = ALTURA DE MURO MATERIAL Z1 Z2 ROCA SANA 0 0 ARCILLA 0.5 1 TIERRA 1 0.5 0.095 0.519 0.576 0.567 0.022 0.172 0.363 0.914 2.471 1.774 0.868 0.632 0.473 0.342 1.513 2.138 1.196 0.990 0.911 0.480 0.051 1915.423 1914.842 1914.260 1913.679 1913.097 1912.516 1911.935 1911.353 1910.772 1910.509 1910.357 1910.205 1910.053 1909.901 1909.748 1909.596 1909.444 1909.292 1909.140 1908.988 1908.836 1908.683 1908.531 1908.379 1908.227 1907.363 1906.432 1905.501 1904.570 1904.639 1904.708 1904.777 1900.846 1899.915 1898.984 1898.053 1897.122 1896.191 1895.260 1894.329 1893.398 1892.467 1891.536 1890.605 1889.674 1888.743 1887.812 1886.881 1885.713 1915.656 1914.747 1913.741 1913.103 1912.530 1912.494 1912.053 1911.647 1910.799 1910.337 1910.766 1910.573 1910.648 1910.742 1911.066 1909.630 1910.062 1910.190 1909.377 1909.386 1909.363 1908.321 1907.618 1905.908 1906.453 1906.495 1905.800 1905.028 1904.476 1904.335 1904.421 1904.359 1902.342 1900.979 1900.263 1898.859 1898.183 1896.815 1895.410 1893.987 1891.885 1890.329 1890.340 1889.615 1888.763 1888.752 1888.036 1886.401 1885.662 0.615 1915.546 1916.060 1885.213 1885.162 0.051 Terreno Rasante Terreno Rasante Elevación Elevación 1984 1985.00 1990 1995.00 2000 2005.00 2010 2015.00 1984 1990 2000 2010 PROGRESIVA LONG./PENDTE ELEV. TERRENO ELEV. RASANTE CORTE RELLENO Elevación Elevación 1984 1985.00 1990 1995.00 2000 2005.00 2010 2015.00 1984 1990 2000 2010 PROGRESIVA LONG./PENDTE ELEV. TERRENO ELEV. RASANTE CORTE RELLENO 829400.00 PLANTA ESC. H: 1:1,000 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+600 0+650 0+700 0+750 0+800 0+850 0+900 0+950 1+000 1+200 1+250 1+300 1+350 1+400 1+450 1+500 1+550 1+600 1+650 1+700 1+750 1+800 1+850 1+900 1+950 2+000 2+020 8 968,500.00 829400.00 8 968,700.00 829400.00 Elevación Elevación 1917 1920 1925.00 1930 1917 1920 1930 PROGRESIVA LONG./PENDTE ELEV. TERRENO ELEV. RASANTE CORTE RELLENO Elevación Elevación 1917 1920 1925.00 1930 1917 1920 1930 PROGRESIVA LONG./PENDTE ELEV. TERRENO ELEV. RASANTE CORTE RELLENO PLANTA ESC. H: 1:1,000 LOCALIDAD DE PARIACOLCA LOCALIDAD DE PARIACOLCA 8 968,100.00 829400.00 8 968,100.00 829600.00 8 968,100.00 829800.00 8 968,100.00 8240,000.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,300.00 829400.00 8 968,500.00 829400.00 8 968,700.00 829400.00 8 968,900.00 829400.00 8240,200.00 8240,400.00 8240,600.00 8240,800.00 8241,000.00 8241,200.00 8241,400.00 8241,600.00 8241,800.00 toma de agua rio sechin CANAL EN TERRENO NATURAL KM:0.00 CANAL PRINCIPAL MAGNETIC MAGNETIC KM:0.50 KM:1.00 KM:1.50 KM:2.00 5 0.80 5 5 0.50 0.60 0.60 \LDETALLE DE CANAL 5 0.80 5 5 0.50 0.60 0.60 \LDETALLE DE CANAL \L PLANTA - UBICACION \L E : 1 : 200 8 968,100.00 829400.00 8 968,100.00 829600.00 8 968,100.00 829800.00 8 968,100.00 8240,000.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,100.00 8 968,300.00 829400.00 8 968,500.00 829400.00 8 968,700.00 829400.00 8 968,900.00 829400.00 8240,200.00 8240,400.00 8240,600.00 8240,800.00 8241,000.00 8241,200.00 8241,400.00 8241,600.00 8241,800.00 toma de agua rio sechin CANAL EN TERRENO NATURAL KM:0.00 CANAL PRINCIPAL MAGNETIC MAGNETIC KM:0.50 KM:1.00 KM:1.50 KM:2.00 \L PLANTA - UBICACION \L E : 1 : 200 1.00 CONCRETO CONCRETO SIMPLE: 4.00 AGREGADOS 5.00 DESENCOFRADOS AGREGADO GRUESO: AGREGADO FINO: 2.00 CEMENTO Se empleara Cemento Portland Tipo I El agua a emplear en la preparación del concreto debe ser agua dulce limpia, que no contenga soluciones quimicas u otros agentes perjudiciales al concreto. Se utilizara piedra de chancada, triturada ó zarandeada de 1/2" a 3/4", esta debe provenir de rocas duras y estables no debiendo contener materiales organicos ni rocas en desintegracion. Se empleara arena gruesa, esta no debe contener arcillas o tierra en porcentajes que exceda el el 3% de su peso, asi mismo no debe contener materiales de origen organico. ESPECIFICACIONES TECNICAS 7.00 NORMAS Se procederá curar las estructuras por 7 días consecutivos, a fin de controlar la fragua y alcanzar la Resistencia Optima. Normas Tecnicas Concreto Armado E-0.60 Normas Tecnicas de Albañileria E-0.70 Normas de Diseño Sismoresistente R.N.E. - Perú 6.00 CURADO DE CONCRETO A.C.I. 2000 3.00 AGUA : 02 día Canales Canal Principal : F'c=175 Kg/cm2 1.00 CONCRETO CONCRETO SIMPLE: 4.00 AGREGADOS 5.00 DESENCOFRADOS AGREGADO GRUESO: AGREGADO FINO: 2.00 CEMENTO Se empleara Cemento Portland Tipo I El agua a emplear en la preparación del concreto debe ser agua dulce limpia, que no contenga soluciones quimicas u otros agentes perjudiciales al concreto. Se utilizara piedra de chancada, triturada ó zarandeada de 1/2" a 3/4", esta debe provenir de rocas duras y estables no debiendo contener materiales organicos ni rocas en desintegracion. Se empleara arena gruesa, esta no debe contener arcillas o tierra en porcentajes que exceda el el 3% de su peso, asi mismo no debe contener materiales de origen organico. ESPECIFICACIONES TECNICAS 7.00 NORMAS Se procederá curar las estructuras por 7 días consecutivos, a fin de controlar la fragua y alcanzar la Resistencia Optima. Normas Tecnicas Concreto Armado E-0.60 Normas Tecnicas de Albañileria E-0.70 Normas de Diseño Sismoresistente R.N.E. - Perú 6.00 CURADO DE CONCRETO A.C.I. 2000 3.00 AGUA : 02 día Canales Canal Principal : F'c=175 Kg/cm2 PARIACOLCA "MEJORAMIENTO DEL SERVICIO DE AGUA DE DEL SISTEMA DE RIEGO CANAL SHUCOSRURI EN EL CASERIO DE PARIACOLCA. DISTRITO DE QUILLO-YUNGAY-ANCASH" \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.25 \A1;0.30 5 5 5 5 5 5 5 0.40 0.30 c L 5 5 5 5 5 5 5 RESPONSABLE: REVISADO: APROBADO: YUNGAY PROVINCIA PLANTA - PERFIL LONG. DISEÑO: TOPOGRAFO: DIBUJO: QUILLO LOCALIDAD PARIACOLCA DISTRITO PLANO: PROYECTO: UBICACION: KM\H0.7143x; 0+000 - 0+300 FEBRERO 2012 INDICADA ESCALA: FECHA: LAMINA Nº: PP - 01 Ingº ANCASH REGION MUNICIPALIDAD DISTRITAL DE QUILLO PERFIL LONGITUDINAL ESC. V: 1:200 ESC. H: 1:2,000 \LSECCION TIPICA DE CANAL LADO IZQUIERDO LADO DERECHO ESPESOR DE MURO DE CANAL DE 0.10 m DE CONCRETO SIMPLE F'c=175 Kg/cm2 Y JUNTAS DE CONSTRUCCION @ 3.50 m, SELLADOS CON MEZCLA ASFALTICA 1:Z2 1:Z1 B = ANCHO DE PLANTILLA H = ALTURA DE MURO MATERIAL Z1 Z2 ROCA SANA 0 0 ARCILLA 0.5 1 TIERRA 1 0.5 "MEJORAMIENTO DEL SERVICIO DE AGUA DE DEL SISTEMA DE RIEGO CANAL SHUCOSRURI EN EL CASERIO DE PARIACOLCA. DISTRITO DE QUILLO-YUNGAY-ANCASH" 0.746 0.538 0.289 0.644 0.864 0.995 1.126 1.316 1.397 1.125 1.407 0.773 0.796 1.142 0.992 0.244 0.066 0.074 0.193 1930.219 1930.054 1929.888 1929.723 1929.557 1929.392 1929.226 1929.061 1928.895 1928.730 1928.564 1928.399 1928.233 1928.068 1927.902 1927.737 1927.458 1927.148 1926.839 1926.529 1930.966 1930.592 1930.177 1930.367 1930.421 1930.387 1930.352 1930.376 1930.292 1929.855 1929.971 1929.172 1929.030 1929.210 1928.894 1927.981 1927.524 1927.222 1927.032 1926.408 Terreno Rasante Elevación 1917 1920 1925.00 1930 PROGRESIVA LONG./PENDTE ELEV. TERRENO ELEV. RASANTE CORTE RELLENO Elevación 1917 1920 1925.00 1930 PROGRESIVA LONG./PENDTE ELEV. TERRENO ELEV. RASANTE CORTE RELLENO PLANTA ESC. H: 1:1,000 1.00 CONCRETO CONCRETO SIMPLE: 4.00 AGREGADOS 5.00 DESENCOFRADOS AGREGADO GRUESO: AGREGADO FINO: 2.00 CEMENTO Se empleara Cemento Portland Tipo I El agua a emplear en la preparación del concreto debe ser agua dulce limpia, que no contenga soluciones quimicas u otros agentes perjudiciales al concreto. Se utilizara piedra de chancada, triturada ó zarandeada de 1/2" a 3/4", esta debe provenir de rocas duras y estables no debiendo contener materiales organicos ni rocas en desintegracion. Se empleara arena gruesa, esta no debe contener arcillas o tierra en porcentajes que exceda el el 3% de su peso, asi mismo no debe contener materiales de origen organico. ESPECIFICACIONES TECNICAS 7.00 NORMAS Se procederá curar las estructuras por 7 días consecutivos, a fin de controlar la fragua y alcanzar la Resistencia Optima. Normas Tecnicas Concreto Armado E-0.60 Normas Tecnicas de Albañileria E-0.70 Normas de Diseño Sismoresistente R.N.E. - Perú 6.00 CURADO DE CONCRETO A.C.I. 2000 3.00 AGUA : 02 día Canales Canal Principal : F'c=175 Kg/cm2 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 0.121 S=-0.83% L=428.80 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 8 968,300.00 8 968,100.00 8 968,100.00 8 968,100.00 824,000.00 824,200.00 824,400.00 824,700.00 1935.00 1920.00 1910.00 1940.00 1945.00 toma de agua rio sechin CANAL EN TERRENO NATURAL KM:0.00 MAGNETIC 8 968,500.00 8 968,700.00 1930.00 1915.00 1905.00 LOCALIDAD DE PARIACOLCA 0.10 0.50 0.10 0.10 0.25 0.25 0.30 \LDETALLE DE CANAL 1925.00 824,600.00 824,800.00 8 968,100.00 KM:0.30 CANAL de concreto 0.25x0.30m meta final

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, canal, channel, distribution, DWG, fornecimento de água, improvement, irrigation, kläranlage, l'approvisionnement en eau, supply, system, treatment plant, wasserversorgung, water