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:__::3;aa THII 11.08 FAg 919 941 9006 <br />___.::~r sops t4: t ~ Y1J-872-3921 <br />Page 2 <br />Mr. Janatbati Parsons <br />'_sovember 12, 2003 <br />The site plan indicates a stub-nut will be provided along the southern boundary of the <br />prapexty to provide interconnectivity for futiue development. When future development <br />occurs, it~ is recommended to provide stop control on the future development coimtction <br />and the SECU internal roadway such that the inbomxl. traffic ficaxn Old ATC 86 has the right- <br />of-way. This should prevent inbound traffic from queuing back from the site driveway <br />onto Old NC 86. <br />~~ <br />A Traff c hnpact Analysis (TxA) report was prepared by Kimley Horn and Associates, Inc. <br />r~~...~~ in~pril 1997 for the e.X~tsting SECIJ. Based an the eapaCity anatvsis results L~ the <br />:!.~~; :Js study in:Eeersections were expected to operate at acceptable levels of seavica under <br />p.sn. peak hour build out (1948) conditions. Unless significant traffic growth has accutre<i <br />in tt,e study area since 1998, all study intersections would be; expected to operate at <br />' ~eptable levels of service in 2003 with the expansionlrenovations to the existing site. <br />Although it ie anticipated that the SECU expansion acid additional drive-through window <br />• will increase ixaffic generated by the s9te, the increase in traffic is n_ of expected to be <br />Sigl]L~CatYt. _ .. . <br />Please note that these comments are based on a preliminary review of the site play and are <br />• .*.,ot based on our analysis results. Amore detailed analysis of the trip gelleratian and <br />>,:ztersectian operations would be neee~ssary to validate the preceding comments anal <br />- - observations. <br />If you have any questions, please contact me at {919) 872-OQ~80 x 110. <br />Sincearely, <br />RA112'EY1I'E~k & slssoerAT~:S, .fNc <br />.. ~:. • 1 <br />Itynal Cs. Stephenson, P.E. - <br />UDilLS.l~r nau~.... <br />RANEY . KEMP & ASSDC PAGE !73 ~ n y <br />