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<br /> <br />if u j j <br />~ Ul <br /> c <br /> a: '" <br /> III II:: ~ <br /> 01 '" II> <br /> '" @ 'E <br /> "8 III <br /> II> 0; <br /> It :::l <br /> al a. <br /> """ 0 <br /> ~g2 r')N 1t 8 NO> '\.....78 McCabe Road <br />'\.....() ). ~56 ).~2 <br />if 0 0 3i-4 <br />~.... 7-4 6-4 <br />~ <br /> <br /> <br />i <br /> <br />Figure 4 - Projected PM Peak Hour <br />Turning Movement Counts <br /> <br />a; <br />~ <br />i'i.i <br />>- <br />(II <br />~ <br />~ <br />en <br /> <br /> <br />L <br /> <br />At the intersections of McCabe Road with both school driveways, it was assumed that the <br />westbound approaches would consist of a shared through/right-turn lane, the eastbound <br />approaches would consist of a shared left-turn/through lane, and the southbound <br />approaches would consist of a shared left-turn/right-tum lane. The southbound <br />approaches of both driveways were assumed to be stop controlled. A summary of the <br />capacity analysis appears in Table 5; complete Synchro reports are contained in <br />Appendix B. <br /> <br />r<<-~--<T';~201(i P;ak Hour Levels-of-Service-(LOS)mel'ay-<---l <br />. I <br />Bayshore Elementary School i <br />'t.~ rK!!.~~7t :ur <br />! AMl PM I <br />t-__'~____________~________,_~-Q~/Dellay (se,c} I. L,OSlDelay (~_~ <br /> <br />~M~;b~RO;d~t Bro~~-~;~+:t ~~~\V1-::f: +;:5) WB1 <br /> <br />~~e~___,<_..._ ---!----+-L--~-T-.. l-._.-~.j <br />I M~Cabe Road at West School I - I All a I A/6 "I A/a I - I A/9 i A/a I A/a i.. <br />i Dnveway Iii'! I I I <br />rMCEab~ Ro;d-;; E~~ts~hooiT-:-r BtioT~j2t~A1ot-:~rAiWlA7i I AIO 1 <br />I_QDy~~ay ----<--------L~.---..L---_..~__L______.L<<.._<__L."_.___"L___"_l__J <br /> <br />IO <br />