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EXHIBIT 2 <br /> �OAA Santa Ana Boulevarei <br /> A <br /> /�iZ M r-le Separation Proje <br /> • Santiago Street/Civic Center Drive: Installation of a traffic signal, modification of <br /> southbound approach to provide one shared-through left and one shared-through <br /> right, modification of eastbound approach to provide one left-turn, one through, <br /> and one right-turn lane, and restriping of the westbound approach to provide one <br /> shared-through left and a shared-through right. <br /> • Santiago Street/Santa Ana Boulevard: Addition of a second southbound left-turn <br /> lane. <br /> • Grand Avenue/Santa Ana Boulevard: Addition of a third southbound through <br /> lane, a third northbound through lane, and addition of an eastbound right-turn <br /> overlap phase. <br /> 5.3 Future Year (2035) Intersection LOS <br /> A level of service analysis was conducted to evaluate Future Year (2035) intersection <br /> operating conditions during the weekday AM and PM peak hours. Table 7-1 summarizes <br /> the Future Year (2035) level of service at the study area intersections. Level of service <br /> calculation worksheets are included in Appendix F. <br /> Table 7-1 Future Year (2035) Intersection LOS <br /> Intersection Traffic AM Peak Hour PM Peak Hour <br /> Control ICU LOS ICU LOS <br /> Santiago St/Santa Ana Blvd Signal 0.771 C 0.774 C <br /> Santiago St/Civic Center Dr Signal 0.559 A 0.610 B <br /> Delay LOS Delay LOS <br /> Grand Ave/Santa Ana Blvd Signal 32.1 C 37.8 D <br /> Logan St/Santa Ana Blvd TWSC 12.9 B 10.7 B <br /> SARTC Dwy/Santa Ana Blvd TWSC 9.7 A 14.7 B <br /> Fuller St/Santa Ana Blvd TWSC >50 F >50 F <br /> 1-5 SB Ramps/Santa Ana Blvd Signal 31.7 C 30.7 C <br /> N otes: <br /> AW SC—all-way stop controlled intersection;TWSC—two-way stop controlled intersection; Delay expressed in terms of <br /> seconds. <br /> Bold denotes unacceptable LOS <br /> ICU reported for all signalized locations, except Caltrans facilities.Delay(reported in seconds per vehicle)is reported for <br /> all unsignalized intersections and Caltrans facilities. For AWSC,the average delay is calculated whereas for TWSC,the <br /> delay of the worst approach is calculated. <br /> As shown in Table 7-1, all study area intersections are forecast to continue to operate at <br /> acceptable LOS under Future Year (2035) conditions with the exception of: <br /> • Fuller Street/Santa Ana Boulevard: LOS F in both the AM and PM peak hours <br /> Although the ICU and delay at all study intersections would increase from Opening Year <br /> (2016) conditions, Future Year (2035) traffic increases would not cause any intersection to <br /> operate unacceptably. The mitigations and improvements as part of the Transit Zoning <br /> Traffic/Circulation Study—Final May 18,2012 <br />