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EXHIBIT C <br />D. Posted Speeds <br />Along the site frontage, South 16 Street is posted as 35 miles per hour. Within the <br />th <br />study area and near the site, Fairmont Parkway is signed for 35 miles per hour, and <br />Wharton Weems Boulevard is posted 35 miles per hour. No specific speed studies <br />were completed as part of this analysis, but these posted speeds appears <br />appropriate given the current conditions and functional classification of these <br />roadways and relation to the overall area transportation network. <br />E. Distances from Existing Streets and Driveways <br />The distances of proposed driveways from existing streets and driveways are shown <br />in Exhibit A3 in Appendix A. <br />The north driveway will be located about 85 feet south of West N Street (and the <br />future West M Street alignment). It is offset to the existing private driveway on the <br />west side of S. 16 Street (Vapor Point, LLC). This offset is aligned so that concurrent <br />th <br />left turns to each driveway would not overlap. <br />The south driveway is located about 85 feet north of the existing Ferguson <br />Distribution Center driveway located on the east side of S.16 Street). It is located <br />th <br />about 90 feet south of the nearest driveway on the west side of S. 16 Street (at the <br />th <br />CompAir facility). <br />F. Alignment with Existing Streets and Driveways <br />access driveway. This should not cause a significant issue with the existing and <br />anticipated traffic volumes from both driveways being fairly low and sight distance is <br />good. As part of initial discussions with Harris County Traffic staff, it was shown that <br />two trucks could turn simultaneously (north to west to W N Street and south to east <br />into the site), so no mitigation on the north site driveway appears to be necessary. <br />On the south driveway, with the nearest driveway on the west side of S. 16 Street <br />th <br />located 90 feet north, no alignment issues should exist. <br />G. Intersection Layouts, Lane Usage and Roadway Configuration <br />The existing intersection lane usage and roadway configurations are shown <br />schematically in Exhibit A5 in Appendix A. Storage lengths and other geometric <br />features for each intersection may be found in Appendix D in the simulation output. <br />Page 5 <br />Voigt Associates, Inc. Project 30605 GCP 16 Street Traffic Impact Analysis <br />th <br />March 2016 Prepared for Generational Commercial <br /> <br /> <br /> <br />