Laserfiche WebLink
3. Adding a 5 foot sidewalk along both sides of the roadway. The analysis was based on <br />not acquiring any additional right of way for the project. This required an analysis of <br />the existing cross sections to determine the limits and approximate height of retaining <br />walls required to eliminate impacts to the adjacent properties. <br />XIV. Add Subsection II.N. Appendix_"A" as follows: <br />N. The CONSULTANT shall perform an evaluation and develop a probable construction cost <br />for a Three Lane roadway section for adding sidewalk along a three lane roadway <br />including the following two options: <br />1. Adding an 8 foot sidewalk along one side of the roadway crossing from east to west at <br />the intersection of Bendix Drive with Sugar Maple Lane. The CONSULTANT developed <br />a conceptual strip map of the project site for use in determining the quantities. The <br />analysis was based on not acquiring any additional right of way for the project. This <br />required an analysis of the existing cross sections to the limits and approximate height <br />of retaining walls required to eliminate impacts to the adjacent properties. <br />2. Adding a S foot sidewalk along both sides of the roadway. The analysis was based on <br />not acquiring any additional right of way for the project. This required an analysis of <br />the existing cross sections to determine the limits and approximate height of retaining <br />walls required to eliminate impacts to the adjacent properties. <br />XV. Add Subsection 11.0. Appendix "A" as follows: <br />O. The CONSULTANT shall develop a Traffic Study for the Bendix Drive Corridor. Traffic data <br />from the LPA provided 2015 traffic counts will be used for this task including the following: <br />1. Construction is anticipated to occur in 2018. The CONSULTANT shall apply an annual <br />traffic growth rate to traffic data to determine projected construction year (2018) and <br />design year (2038) intersection traffic volumes for the following four intersections: <br />a. Bendix Drive and Lathrop Street. <br />b. Bendix Drive and Boland Street. <br />c. Bendix Drive and Sugar Maple Lane and Court. <br />d. Bendix Drive and Nimtz Parkway. <br />The annual growth rate shall be provided by the LPA or MACOG. <br />2. The CONSULTANT shall utilize the SYNCHRO software to evaluate the capacity of the <br />signalized intersection of Bendix Drive and Nimtz Boulevard. Three alternatives will be <br />analyzed, as stated below: <br />a. Alternative 1: NB Left Turn Lane / No lug Handle (no westbound movement), with <br />multiple phasing options. <br />b. Alternative 2: Jug Handle with 2 Lanes (existing configuration). <br />c. Alternative 3: Jug Handle with 1 Lane. <br />These capacity analyses will be used to identify the intersection Level of Service (LOS) <br />and capacity restraints that may exist at the intersection for each alternative. The <br />analyses will be performed for the traffic volumes for the peak periods (AM and PM). <br />3. The CONSULTANT shall utilize the SYNCHRO software to perform an arterial analysis of <br />the Bendix corridor extending from Lathrop Street to Nimtz Boulevard. The capacity of <br />the four signalized intersections will be analyzed for the proposed configurations as a <br />result of a roadway road diet. The four signalized intersections are: <br />a. Bendix Drive and Lathrop Street. <br />5of13 <br />Supplemental Agreement No. 1 <br />