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<br />Mr. John Peterson <br />December 8, 1993 <br />Page 3 <br /> <br />E. CONCLUSIONS <br /> <br />The traffic volumes expected to be generated by the proposed Grandview Townhome <br />development, both on a daily basis and during the P.M. peak traffic hour, are very <br />reasonable and can be adequately accommodated on the abutting streets. The expected <br />impact on the abutting local street system of Grandview Avenue, Lovell Avenue and <br />Chatsworth Street is certainly minimal as illustrated on the Option G exhibit. <br /> <br />From a traffic operations and traffic safety standpoint, the Lovell Avenue-Lexington Avenue <br />intersection has the greatest potential for problems due to the existing high traffic volumes <br />and the close proximity to T.H. 36 westbound off-ramp intersection. However, those <br />potential problems can be minimized through the proper use of pavement markings, <br />auxiliary turn lanes and proper timing of the traffic signals along Lexington Avenue at the <br />intersections with the T.H. #36 ramps and at County Road B-2. And with the proposed <br />access layout for the development, the residents are provided with alternate routes which <br />they can choose to use during heavy traffic periods to avoid congested intersections. <br /> <br />The proposed internal street layout as well as the access appear reasonable and prudent for <br />the site without adversely impacting the abutting neighborhood area. And the project site <br />is provided with good means of ingress, egress and secondary means of emergency vehicle <br />access. <br /> <br />This concludes our traffic engineering analysis of the proposed Grandview Townhome <br />development. If you have further questions or need additional information on this matter, <br />please contact me. Thank you for the opportunity to serve you. <br /> <br /> <br />JEJ/dc <br /> <br />-- <br /> <br />J <br />