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conditions without the project use File P',umber TRIQXX and last, <br /> the 1990 conditions with the project use File Number TRIXXX. <br /> Levels of se:-vice (LOS) for the three conditions, Current or <br /> 1988 traffic and 1990 Without and With Project are ahown in <br /> Table II, below. <br /> TAHLE II <br /> L=_vels of 9ervice <br /> Intersection 1967 Future <br /> W/O With <br /> Site Site <br /> Evergreen Way/Olivia Rd. B B � . <br /> Evergreen Way/100th St. SW. B E 8 <br /> Holy Urive/100th St. SW. $ B $ <br /> Holy Drive/Minor Driveway NA NA A <br /> Olivia Rd./Main Driveway NA NA B <br /> * Note, for STOP sign controlled intersections, the loM�est <br /> LOS is shown in the above table. As a rule, this apolies to <br /> • the minor approach. <br /> From the above, it will be noted that there will be but <br /> minimal traffic impact as a result or consequence of the <br /> project. This is because the recently expanded arterial <br /> system has substantial unnsed capacity. Intersection capacity <br /> is not at issi�e. <br /> Adverse Consequences and Miti4atinc7 Measures <br /> Since there is no significant change in the LOS as a result of <br /> ur due to the project, it appears tk:at there will be no <br /> reguirement for off-site mitigation measures. T:ie system <br /> operates very well and is expected to do so f�'r some time to <br /> come. Accardingly, no alterations to c;:rrent street geometry <br /> nor to signal or other control sys{tems is appropriate. <br /> Sight �istance tt both driveways appears to be sufEicient for <br /> access purposes and no adverse conseguences are expected by <br /> their installatiun. Prior to construction when the locations <br /> are £inalized, these should be reviewed. <br /> -io- Cfi�iet:opt�cr �n �e <br /> � 9689 �inicr.e�cnuc s <br /> �T�23a�wi�� ua <br />