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En el instante 16 de diciembre de 2022, 10:53:49 -0600, melanie-ortiz-5900:
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Añadido recurso Planos constructivos a Reconstrucción de puente sobre quebrada Coyote
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16 | "name": "reconstruccion-de-puente-sobre-quebrada-coyote", | 16 | "name": "reconstruccion-de-puente-sobre-quebrada-coyote", | ||
17 | "notes": "El proyecto se basa en la elaboraci\u00f3n de estudios que | 17 | "notes": "El proyecto se basa en la elaboraci\u00f3n de estudios que | ||
18 | determinen las condiciones hidrol\u00f3gicas de la microcuenca de la | 18 | determinen las condiciones hidrol\u00f3gicas de la microcuenca de la | ||
19 | quebrada Coyote, as\u00ed como cuantificar los riesgos y amenazas | 19 | quebrada Coyote, as\u00ed como cuantificar los riesgos y amenazas | ||
20 | naturales sobre laUrbanizaci\u00f3n de Calle Ramiritos, determinar las | 20 | naturales sobre laUrbanizaci\u00f3n de Calle Ramiritos, determinar las | ||
21 | condiciones espec\u00edficas del sitio para el dise\u00f1o y replanteo | 21 | condiciones espec\u00edficas del sitio para el dise\u00f1o y replanteo | ||
22 | del puente sobre Calle Ramiritos, tomando en cuenta las variables de | 22 | del puente sobre Calle Ramiritos, tomando en cuenta las variables de | ||
23 | amenazas naturales con una visi\u00f3n de gesti\u00f3n del riesgo | 23 | amenazas naturales con una visi\u00f3n de gesti\u00f3n del riesgo | ||
24 | mediante la metodolog\u00eda avalada por la Municipalidad de Santa | 24 | mediante la metodolog\u00eda avalada por la Municipalidad de Santa | ||
25 | Ana, y por \u00faltimo la ejecuci\u00f3n del proyecto.", | 25 | Ana, y por \u00faltimo la ejecuci\u00f3n del proyecto.", | ||
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51 | mayor sobre quebrada Coyote, distrito Pozos.", | 51 | mayor sobre quebrada Coyote, distrito Pozos.", | ||
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98 | "description": "El proyecto se realiz\u00f3 mediante | 98 | "description": "El proyecto se realiz\u00f3 mediante | ||
99 | inspecci\u00f3n, mapeo y trabajo de campo; adem\u00e1s de | 99 | inspecci\u00f3n, mapeo y trabajo de campo; adem\u00e1s de | ||
100 | b\u00fasqueda de informaci\u00f3n adicional en la bibliograf\u00eda | 100 | b\u00fasqueda de informaci\u00f3n adicional en la bibliograf\u00eda | ||
101 | existente. De acuerdo con la normativa y procedimientos establecidos | 101 | existente. De acuerdo con la normativa y procedimientos establecidos | ||
102 | se realiza un an\u00e1lisis f\u00edsico en detalle que comprende la | 102 | se realiza un an\u00e1lisis f\u00edsico en detalle que comprende la | ||
103 | definici\u00f3n de las condiciones b\u00e1sicas de la hidrolog\u00eda | 103 | definici\u00f3n de las condiciones b\u00e1sicas de la hidrolog\u00eda | ||
104 | para la microcuenca de la quebrada Coyote y su zona de aporte pluvial, | 104 | para la microcuenca de la quebrada Coyote y su zona de aporte pluvial, | ||
105 | adem\u00e1s de su relaci\u00f3n con la Calle Ramiritos de Santa Ana.", | 105 | adem\u00e1s de su relaci\u00f3n con la Calle Ramiritos de Santa Ana.", | ||
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114 | de Gesti\u00f3n del Riesgo para el redise\u00f1o de la obra de drenaje | 114 | de Gesti\u00f3n del Riesgo para el redise\u00f1o de la obra de drenaje | ||
115 | mayor", | 115 | mayor", | ||
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130 | "description": "El presente documento, se presenta de manera | 130 | "description": "El presente documento, se presenta de manera | ||
131 | descriptiva los c\u00e1lculos matem\u00e1ticos del dise\u00f1o | 131 | descriptiva los c\u00e1lculos matem\u00e1ticos del dise\u00f1o | ||
132 | estructural de\r\nla estructura de paso vehicular tipo alcantarilla de | 132 | estructural de\r\nla estructura de paso vehicular tipo alcantarilla de | ||
133 | cuadro. La descripci\u00f3n de dicha estructura es una\r\nalcantarilla | 133 | cuadro. La descripci\u00f3n de dicha estructura es una\r\nalcantarilla | ||
134 | de cuadro de una celda de 6,00 m de longitud, con un ancho 10,70 m que | 134 | de cuadro de una celda de 6,00 m de longitud, con un ancho 10,70 m que | ||
135 | este se subdivide en un\r\npaso de tr\u00e1nsito de dos v\u00edas de | 135 | este se subdivide en un\r\npaso de tr\u00e1nsito de dos v\u00edas de | ||
136 | ancho de 3,65 m cada una; dos barreras tipo New Jersey de 0,50 m de | 136 | ancho de 3,65 m cada una; dos barreras tipo New Jersey de 0,50 m de | ||
137 | ancho\r\nen ambos lados de la v\u00eda y aceras en ambos costados para | 137 | ancho\r\nen ambos lados de la v\u00eda y aceras en ambos costados para | ||
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