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86 <br /> Highway 86 Subdivision -Orange County, NC <br /> TURN LANE STORAGE WARRANTS <br /> 1800 Warrant for Left and Right-Turn Lanes <br /> AT GRADE, UNSIGNALIZED INTERSECTIONS <br /> 1600Right Turn Storage Lengths <br /> are based on opposing volume <br /> of 100 VPH (MINIMUM) o <br /> S=STORAGE LENGTH REQUIRED 0 <br /> 14OD p <br /> cn <br /> IT- <br /> CL m <br /> m <br /> 1200 y <br /> .�. n. <br /> O <br /> W .� <br /> R, <br /> J <br /> O ` <br /> n <br /> C7 soov <br /> Z `^ <br /> in 2 <br /> O o <br /> CL Sao s <br /> O v <br /> o <br /> 400 Q' <br /> x <br /> tf S S n <br /> 200 r�i <br /> O AS >S+O 7�s ��O dS0 300 3S0 Q00�4Sp <br /> 0 50 100 150 200 250 300 350 400 450 500 550 600 <br /> V:LEFTTURNING VOLUME(VPH) Note: Where adjacent signalization may provide opportunities for <br /> VaRIGHT TURNING VOLUME(VPH) gaps in the traffic stream a reduction in the above storage values <br /> can he considered on a case by case basis. <br /> INTERSECTION: Highway 86 and Site Drive 1 (northern access) <br /> / <br /> Turning Volume Approach <br /> SCENARIO Movement Turn Lane Opposing Volume Symbol <br /> (VR/VL) (VA/Vo) <br /> AM Build SBL Left 3 307 <br /> AM Build NBR Right 3 100 <br /> PM Build SBL Left 10 569 <br /> PM Build NBR Right 10 100 <br />