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Ms. Ja Ake Stern <br /> Mr. Brian Dolan <br /> November 24, 2008 <br /> Page 3 Y <br /> Extension will be constructed and that it will nut be constructed, with separate sets of mitigation I 2.5 <br /> meal es for each scenario. <br /> Also, there appears to be an error on Figure 3 -6 (Buildour Level of Service (LOS C) <br /> and below)) of the Draft General Plan. This Figure shows that the Stoneridge Drive/El CFiarro <br /> Road intersection will operate at an LOS D in the AM peak hour and an LOS F in the PM peak <br /> hour and that the Stanley Boulevard /El Charra Road intersection will operate at an LOS F in both <br /> the A:i1 and PM peak hours. The Draft General Plan stares, at 3 -12. that "Figure 3-6 shows <br /> buildout levels of service with additional mitigations." This statement, however, is inconsistent with 2.6 <br /> Table 3 -7 in the Draft General Plan and Table 3.2-6 in the DEOR, both of which show that the <br /> Stoneridge Dtiv'e/EJ Charra Road interaction will operate at an 1.05 D both the AM and PM <br /> peak hours and that the Stanley Boulevard /EJ Charm Road intersection will operate at an LOS 1) in <br /> the AM peak hour and LOS C in the PM peak hour. Figure 3 -6 in the Draft General Plan should <br /> be ups ated to reflect the correct intersection buildout levels of service with additional mitigations as <br /> detailed in Table 3 -7 of the Draft General Plan and Table 3.2 -6 of the DEM. <br /> We appreciate your consideration of these issues, and we are available to respond to <br /> any yt estiotu that ,vein may have, <br /> r Very truly yours, <br /> Margo N. Bradish <br /> MNBrAKF <br /> iisiwytiorm <br />