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-00 TEU 11.08 FA% 919 941 9006 OBRIEN /ATKINS IM 006 <br />.._; :2rcnaa 14:1( y19- 672 -3921 RAMEY KEMP & ASSDC PAGE H3/03 <br />Page 2 <br />Mr. Jonathan Parsons <br />November 12, 2003 <br />J 1 <br />The site plan indicates a stub -out will be provided along the southern boundary of the <br />property to provide intercounectivity for future development, When future development <br />occurs, it is recommended to provide stop control on the future development connection <br />and the SECTJ internal roadway such that the inbound traffic from Old NC 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 />A Traffic Impact Analysis (TIA) report was prepared by Kimley -Horn and Associates, Inc. <br />?J�, z11 study intersections were expected to operate at acceptable levels of service under <br />p.m. peak hour build out (1998) conditions. Unless significant traffic growth has occurred <br />in the study area sincc 1998, all study intersections would be expected to operate at <br />acceptable levels of service in 2003 with the expansienlrenovations to the existing site. <br />Although it is anticipated that the SECU expansion and additional drive - through window <br />will increase traffic generated by the site, the increase in traffic is not expected to be <br />significant. <br />Please note that these comments are based on a preliminary review of the site plan and are <br />not based on our analysis results. A more detailed analysis of the trip generation and <br />,,atersection operations would be necessary to validate the preceding comments and <br />observations. <br />If you have any questions, please Contact me at (919) 872 -0180 x 110. <br />Sincerely, <br />RAMEYKEM„P & ASSOCIATES, 'NC' <br />Rynal G. Stephenson, P.E. <br />