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1 <br />TABLE 3 <br />1989 P WBCr CAPACI'Y'Y ANALYSIS <br />Intersection Level <br />of Service <br />Delay (Seconds) <br />Dale Street at CR B-2 <br />Without Site <br />B <br />9.3 <br />With Site <br />B <br />11.4 <br />L"ale Street at ZH 35/ dmesot-.a Street <br />Without Site <br />B <br />5.5 <br />i <br />With Site <br />B <br />6.6 <br />Dale Street at "New Road" <br />Without Site <br />B <br />9.3 <br />CR B-2 at -"New Road" <br />With Site <br />A <br />3.5 <br />CR B-2 at "Single Family Road" <br />1 <br />With Site <br />A <br />3.0 r, <br />Zhe capacity and level of service on <br />the streets and <br />intersections will be <br />satisfactory with the existing stop <br />sign control or <br />with traffic signal <br />installation. <br />16 <br />