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Marina Del Mar II Traffic Impact Study <br /> In conclusion, the most impacted intersections by the subject project is operating at <br /> acceptable LOS and will continue to do so in the proposed future condition with the <br /> new project traffic during the AM and PM peak hour. Therefore, off-site traffic <br /> mitigation measures are not needed or recommended at this time since the subject <br /> project will not adversely impact the traffic operations within the study area. <br /> Table 1: Level of Service (LOS) Summary <br /> • �" v'Exlsbn Condition 2016 Pro osed Future Condition with P,ro eat 2018 <br /> • Intersectloii roach AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour <br /> Location ` APP _... <br /> Control: <br /> tOS Delay(s) LOS Delay(s)LL LOSS Delay(s) >.LOS„u Delay(s)a <br /> ti 1 EB E 55.1 E 78.6 D 52.0 E 76.0 <br /> Collins Avenue <br /> (SR A1A)& Traffic NB A 5.9 A 7.5 A 8.1 B 10.3 <br /> 159 Street Signal SB A 6.8 A 4.2 B 10.6 A 6.5 <br /> (Kings Point Drive) <br /> Overall A � 8'9fY` ,A 7.6 ”` sa6 - B'iy 10.6:. <br /> • <br /> 0 <br /> 1 . <br /> 1 <br /> ( j_/� Page 5 <br /> Uva <br /> eRichard Garcia.& Associates, Inc. <br />