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7.3.A. - Page 2 <br /> • At Fernside Street and Carson Street, the existing stop signs should be shifted <br /> from Fernside Street to Carson Street, the minor leg of the intersection. <br /> • Sterling Way, the minor leg of the intersection, should be stopped at Fernside <br /> Street. <br /> • Goodwin Avenue, (the minor-volume street) is already stop-controlled and should <br /> remain stop-controlled. <br /> "_( ��„I IVIIUUIC ..7411UV1 <br /> V 9 <br /> Vf 1: <br /> - 0.2 <br /> O .2e- <br /> IS)er CSC <br /> dI <br /> ex t5cP ca <br /> U > <br /> ct- <br /> © c <br /> 'CT 10 <br /> o <br /> rb <br /> r- <br /> s9 <br /> Wad -0 Kensington Rd <br /> r <br /> '6\Sr. <br /> Adelante Spanish CY <br /> Crramersion School d0 <br /> c/0 <br /> Coo le `�-.0 <br /> All recommended intersections meet the criteria set forth in the California Manual of <br /> Uniform Traffic Control Devices for the installation of stop signs. This is due to the traffic <br /> volumes, the proximity to schools and the amount of school-age pedestrian crossings at <br /> the intersection. <br /> A traffic and speed census near the intersection found that Fernside Street carries <br /> about 2,520 vehicles per day. A similar study conducted on Goodwin Avenue found <br /> that it carries about 1,300 vehicles per day. The eighty-fifth percentile speed (85% of <br /> the automobiles travel at or below this speed) on Fernside Street prior to the <br /> installations of speed humps was approximately 33.8 miles per hour. The initial <br /> examination of police collision reports for the intersection found that there have been 2 <br /> reported collisions at or near this intersection over the reported period (2009-2015). <br />