_Newsletter-No1-FINAL_wSpanish_112818.pdf_sa_U_ved_2ahUKEwjwudalxeCXAxXhSTABHW-lMoUQFnoECAUQAQ_usg_AOvVaw0IATfwlHHz0qS1Z7rAZvis_fexp_122108196,122108195.pdf — PaddleOCR-VL (Baidu)

Various alternatives are being evaluated for SR 70 within the project limits. For this study, FDOT separated the roadway into three segments, based on the transportation needs identified during the traffic analysis for this study. Figure 1 below notes the limits for each segment, and Figures 2 through 4 show the proposed typical section for each section.

Se están evaluando varias alternativas para SR 70 dentro de los límites del proyecto. Para este estudio, FDOT separo la carretera en tres segmentos, basado en las necesidades de transporte identificadas durante el análisis de tráfico de este estudio. La Figura 1 a continuación señala los límites para cada segmento, y las Figuras 2 a 4 muestran la sección típica propuesta para cada segmento.

SEGMENT B TYPICAL SECTION

Figure 3: Greenbrook Boulevard to Bourneside Boulevard

Figure 1: Location Map with Project Segments

PROJECT MAP

Segment B extends from east of Greenbrook Boulevard to a new road presently being constructed by Lakewood Ranch – Bourneside Boulevard. This section is proposed to feature a 4-lane typical section that is expandable to six lanes in the future. 6-foot sidewalks will be provided on either side of the roadway through this segment as well. (Figure 3)

Segmento B se extiende desde el este de Greenbrook Boulevard hasta una nueva carretera actualmente en construcción por Lakewood Ranch - Bourneside Boulevard. Este segmento propone una sección típica de 4 carriles que es ampliable a 6 carriles en el futuro. Se proveerán aceras de 6 pies a cada lado de la carretera a través de este segmento también (Figura 3).

SEGMENT C TYPICAL SECTION

Figure 4: Bourneside Boulevard to CR 675 (Waterbury Road)

Segment C extends from Bourneside Boulevard to the eastern project limits at CR 675. This segment of the project is proposed to feature a 4-lane typical section with 6-foot sidewalks on either side of the roadway. (Figure 4)

Segmento C se extiende desde Bourneside Boulevard hasta el límite oriental del proyecto, CR 675. Este segmento del proyecto propone una sección típica de 4 carriles con aceras de 6 pies a cada lado de la carretera (Figura 4).

SEGMENT A TYPICAL SECTION

Figure 2: Lorraine Road to Greenbrook Boulevard

Segment A is the western segment of the project extending from Lorraine Road to Greenbrook Boulevard. A 6-lane typical section with 6-foot sidewalks on either side of the roadway is proposed in this segment. (Figure 2)

Segmento A es el segmento más occidental del proyecto, extendiéndose desde Lorraine Road hasta Greenbrook Boulevard. Una sección típica de 6 carriles con aceras de 6 pies a ambos lados de la carretera se propone en este segmento (Figura 2).

With the exception of the areas east and west of Greenbrook Boulevard, all roadway widening is anticipated to occur within the existing right-of-way.

Con la excepción de las áreas al este y al oeste de Greenbrook Boulevard, toda la ampliación de la carretera está anticipada a ocurrir dentro del derecho de paso existente (right-of-way).

NO-BUILD ALTERNATIVE

If the No-Build Alternative is selected, FDOT will not make design improvements to SR 70 within the project limits. The No-Build Alternative will remain a viable option throughout the study. Segment B extends from east of Greenbrook Boulevard to a new road presently being constructed by Lakewood Ranch – Bourneside Boulevard. This section is proposed to feature a 4-lane typical section that is expandable to six lanes in the future. 6-foot sidewalks will be provided on either side of the roadway through this segment as well. (Figure 3)

Si se selecciona la alternativa de no construir, FDOT no diseñará la ampliación de SR 70 dentro de los límites del proyecto. La alternativa de no construir seguirá siendo una opción viable a lo largo del estudio.