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EXHIBIT 2 <br /> A=COM <br /> 9.0 FUTURE YEAR PLUS PROJECT CONDITIONS <br /> This section analyzes the geometric improvements as part of the project, coupled with the <br /> redistribution of traffic due to the termination of Logan Street under Future Year (2035) <br /> traffic conditions. Figure 9 shows the resulting Future Year (2035) AM and PM peak hour <br /> traffic volumes at the study area intersections. <br /> 9.1 Future Year Plus Project Levels of Service <br /> A level of service analysis was conducted to evaluate Future Year (2035) intersection <br /> operating conditions during the AM and PM peak hours with the proposed project. Table <br /> 10-1 summarizes the existing level of service at the study area intersections. Level of <br /> service calculation worksheets are included in Appendix I. <br /> Table 10-1 Future Year plus Project Intersection LOS <br /> Future Year(2035) Future Year+ Project <br /> Traffic AM Peak PM Peak AM Peak PM Peak <br /> Intersection Control Hour Hour Hour Hour <br /> ICU LOS ICU LOS ICU LOS ICU LOS <br /> Santiago St/Santa Ana Blvd Signal 0.771 C 0.774 C 0.771 C 0.773 C <br /> Santiago St/Civic Center Dr Signal 0.559 A 0.610 B 0.565 A 0.619 B <br /> Delay LOS Delay LOS LOS LOS Delay LOS <br /> Grand Ave/Santa Ana Blvd Signal 32.1 C 37.8 D 32.1 C 37.8 D <br /> Logan St/Santa Ana Blvd TWSC 12.9 B 10.7 B n/a n/a n/a n/a <br /> SARTC Dwy/Santa Ana Blvd TWSC 9.7 A 14.7 B 9.7 A 14.7 B <br /> Fuller St/Santa Ana Blvd TWSC >50 F >50 F >50 F >50 F <br /> 1-5 SB Ramps/Santa Ana Blvd Signal 31.7 C 30.7 C 1 31.8 C 30.7 C <br /> Notes: <br /> AWSC—all-way stop controlled intersection;TWSC—two-way stop controlled intersection;Delay expressed in 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 all <br /> unsignalized intersections and Caltrans facilities. For AW SC,the average delay is calculated whereas for TWSC,the delay of the <br /> worst approach is calculated. <br /> 2 Intersection would be closed as part of the project <br /> As shown in Table 10-1, all study area intersections are forecast to operate at acceptable <br /> LOS with addition of the project with the exception of: <br /> • Fuller Street/Santa Ana Boulevard: Continues to operate at LOS F in both the AM <br /> and PM peak hours <br /> Traffic/Circulation Study—Final May 18,2012 <br /> Page 30 <br />