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TABLE 3-3 (CONTINUED) <br />EXISTING PEAK HOUR INTERSECTION CAPACITY ANALYSIS <br />Minimum <br />Acceptable <br />Control <br />Time <br />Key Intersection <br />Jurisdiction <br />LOS <br />Type <br />Period <br />ICU/HCM <br />LOS <br />Cabrillo Park Drive at <br />30 Traffic <br />AM <br />0.308 <br />A <br />16. <br />State Fund Access Road <br />Santa Ana <br />E <br />Signal <br />PM <br />0.340 <br />A <br />Cabrillo Park Drive at <br />30 Traffic <br />AM <br />0.271 <br />A <br />17. <br />Xerox Centre Access Road <br />Santa Ana <br />E <br />Signal <br />PM <br />0.308 <br />A <br />Cabrillo Park Drive at <br />50 Traffic <br />AM <br />0.568 <br />A <br />18. <br />17�' Street <br />Santa Ana <br />D <br />Signal <br />PM <br />0.611 <br />B <br />Cabrillo Park Drive at <br />Two -Way <br />AM <br />17.8 s/v <br />C <br />19. <br />Wellington Avenue <br />Santa Ana <br />D <br />Stop <br />PM <br />17.9 s/v <br />C <br />Tustin Avenue at <br />50 Traffic <br />AM <br />0.574 <br />A <br />20. <br />Santa Ana <br />E <br />Wellington Avenue <br />Signal <br />PM <br />0.411 <br />A <br />Mabury Street at <br />All -Way <br />AM <br />7.7 s/v <br />A <br />21. <br />Santa Ana <br />D <br />Fruit Street <br />Stop <br />PM <br />7.7 s/v <br />A <br />Cabrillo Park Drive at <br />AM <br />12.5 s/v <br />B <br />22. <br />Santa Ana <br />D <br />All -Way Stop <br />Fruit Street <br />PM <br />11.5 s/v <br />B <br />Park Center Drive at <br />Two -Way <br />AM <br />10.3 s/v <br />B <br />23. <br />Fruit Street <br />Santa Ana <br />D <br />Stop <br />PM <br />10.5 s/v <br />B <br />Tustin Avenue at <br />20 Traffic <br />AM <br />0.509 <br />A <br />24. <br />Fruit Street <br />Santa Ana <br />E <br />Signal <br />PM <br />0.446 <br />A <br />Cabrillo Park Drive at <br />Two -Way <br />AM <br />18.6 s/v <br />C <br />25. <br />Park Court Place <br />Santa Ana <br />D <br />Stop <br />PM <br />24.3 s/v <br />C <br />