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The recommended traffic control at this entrance is a stop sign controlling the exiting vehicles. Vehicles turning loft to 90 west on County Road B2 should experience moderato but manageable delay (see Table 2). The average queue in the left lane in not expected to exceed three vehicles and should cause few operational problems at the entrance. Westbound vehicles on County Road 82 turning left into tho site will experience few problems in finding gaps in the eastbound traffic. Thor@ are two drivovay§ planned for the 649t Did@ Of the Bite* along %vc;nu@. Tho north drivowAy would provide for right In and right out nov#a@nt# OMY. Tho south driveway would r@quir@ th@ r@j"#tjOn of w@ot entrance a short distances to the north t.t) jmchiot.,# bljqttz�q-nt of tine two cant@rzkA, "414n cut would V_� required which would allow direct Acctoo. to the K4rkotploc@ 61to froml the §Outh* Th i a now jnt#rg@ct10p would bv- gjqft4lj:"., v.,inea ",,#t of the trucks @@rvinq the Kosrk@tt,1#c# dog-@1ap;n4nt mould bo c"Iro-9 fro* and r@tUrft1rq to the south, such 4 P@Ji4ft cut mould clo,4rly be b�ft4 f c i4 _ I to this site. it would also servo ao a vA)or #ntrA#c# (too they gouth and r#_-4uc# the nun* r of northbouni left -turns at County R-44 01,91. It vautd 41§0 bb- bo"Ofici4l to 90-00441@ b,#C4*04 'oofto of the traffic tut A tot NO-004410 thost would turn left at the 1ftt0r*#-Ct1@n of r4irvlow Avenue And CCM"tY P*44 UZ V0414 t� e i exr et to th# ftO-V i Ott rO*�'Ct 1*"" - tht: *,iouth drive-V44_ forteEaigtteard ptra t thef site for all the #Ito 44o tr4vol "Vm 16to t1to P-40KtfVtj 4rui4 0"n tho- 0,04-v4y drive to or the "4144wq. "7-ru'Oke 4ft-4 offlp'loye@# V,40d to'. th"i V64f ot t - 44- tbr�J144W). r*4 Iftil '. AS 14 b10 U r A, WC 9 A ov 1-0 o.:i fe L -V et ti b Ut +tkc CIO,: ry 4hcl q f 4 0 C. 4, V 7+ 4;41a -1 oq V_ 3 tv A# -p u i4 %1 1I sip e. # I e 12