Cambios
En el instante 25 de enero de 2023, 11:00:24 -0600,
melanie-ortiz-5900:
-
Establecido el formato del recurso Shapes Quebrada Coyote.rar a GeoJSON (anteriormente winrar) en 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.", | ||
| 26 | "num_resources": 8, | 26 | "num_resources": 8, | ||
| 27 | "num_tags": 4, | 27 | "num_tags": 4, | ||
| 28 | "organization": { | 28 | "organization": { | ||
| 29 | "approval_status": "approved", | 29 | "approval_status": "approved", | ||
| 30 | "created": "2022-01-25T16:30:35.999330", | 30 | "created": "2022-01-25T16:30:35.999330", | ||
| 31 | "description": "", | 31 | "description": "", | ||
| 32 | "id": "c7745d29-7a69-4bf0-9472-89e62ad8a0e5", | 32 | "id": "c7745d29-7a69-4bf0-9472-89e62ad8a0e5", | ||
| 33 | "image_url": "2022-02-04-181001.011066Icono-Riesgos-2.jpg", | 33 | "image_url": "2022-02-04-181001.011066Icono-Riesgos-2.jpg", | ||
| 34 | "is_organization": true, | 34 | "is_organization": true, | ||
| 35 | "name": "proceso-de-gestion-de-riesgos", | 35 | "name": "proceso-de-gestion-de-riesgos", | ||
| 36 | "state": "active", | 36 | "state": "active", | ||
| 37 | "title": "Proceso de Gesti\u00f3n de Riesgos", | 37 | "title": "Proceso de Gesti\u00f3n de Riesgos", | ||
| 38 | "type": "organization" | 38 | "type": "organization" | ||
| 39 | }, | 39 | }, | ||
| 40 | "owner_org": "c7745d29-7a69-4bf0-9472-89e62ad8a0e5", | 40 | "owner_org": "c7745d29-7a69-4bf0-9472-89e62ad8a0e5", | ||
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| 49 | "datastore_active": false, | 49 | "datastore_active": false, | ||
| 50 | "description": "Detalles constructivos de la obra de drenaje | 50 | "description": "Detalles constructivos de la obra de drenaje | ||
| 51 | mayor sobre quebrada Coyote, distrito Pozos.", | 51 | mayor sobre quebrada Coyote, distrito Pozos.", | ||
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| 74 | "description": "Detalles del presupuesto de la etapa | 74 | "description": "Detalles del presupuesto de la etapa | ||
| 75 | constructiva.", | 75 | constructiva.", | ||
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| 97 | "datastore_active": false, | 97 | "datastore_active": false, | ||
| 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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| 112 | "mimetype_inner": null, | 112 | "mimetype_inner": null, | ||
| 113 | "name": "Estudio hidrol\u00f3gico, hidr\u00e1ulico con enfoque | 113 | "name": "Estudio hidrol\u00f3gico, hidr\u00e1ulico con enfoque | ||
| 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 | ||
| 138 | un ancho de 1,20 m cada una.", | 138 | un ancho de 1,20 m cada una.", | ||
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