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Oa THU 11.08 FA% 918 84I 9006 OBRIEN/ATSINS f~006 <br />'".._ ' :u cnras t4: i / 'jl`~-fl72-3921 RF~ME~ .KEMP & ASSOC P4GE ~3/B3 <br />Page 2 <br />Mr. Jonathan Parsons <br />'_+Iavember 12, 2003 <br />The site plan indieaxes a stub-out will be provided along the southern boundary of the <br />property to provide interconnectivity for future developtr,.ent. When future develapxnent <br />occurs, it~ is recommended to provide stop control an the future development caffieetion <br />and the SECLT internal roadway such that the inbound traffic fxazn Old 1~iC 86 has the right- <br />o~ way. This should prevent inbov~ traffic from queuing back from the site driveway <br />auto Old NC 86. <br />~s1~ <br />A Traffic Itrigact Analysis ('Z7A) report was prepay by Kimley Horn and Associates, Inc. <br />r~T-~~ in April 1997 far the ex~lstixie SBCi7 Based an the capacity atialvsis results in tlt~ <br />~'{.~~; ^~1 study intersections were expected to operate at acceptable levels of service under <br />p.r.~.. peek-hour build out (1998) cauditions. Unless significant traffic growth has accurreci. <br />in the study area since 1998, all study intersections would be expected. to operate at <br />acceptable levels of service in 2003 with I'be expausiom/renavati.ons to the existing site. <br />Although it is anticipated that thG SECU expansion and additional drive-through window" <br />will inr±w~ce traffic generated by the site, the inorease In traffic is not expected' to be <br />significant. <br />Please tote that These comments are based an a preliminary review of the site plan and are <br />=;~t based an our analysis results.. A mare detailed analysis of the trip generation and <br />tersectian operations would bt: necessary to validate .the preceding comments and <br />observations. <br />If you have any questz4ns, please contact me at (919) 872-OQ-80 x 110. <br />Sizicerely, <br />RA14fEY1~E11;f,P 8G ASSOCIATES, .i~YC <br />Rynal G, Stephenson, P.E: <br />