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ORANGE COUNTY <br />BOARD OF COMMISSIONERS <br />ACTION AGENDA ITEM ABSTRACT <br />Meeting Date: May 5, 2015 <br />Consent Agenda <br />Item No. 6 -f <br />SUBJECT: Request for Road Additions to the State Maintained Secondary Road System <br />(Eno Ridge Subdivision) <br />DEPARTMENT: Planning and Inspections PUBLIC HEARING: (Y /N) <br />ATTACHMENT(S): <br />1. Vicinity Maps of New Salou Drive, Trumpet <br />Court, Vine Court, Bee Balm Court, Onslow <br />Court, High Ridge Drive, and Climbing Aster <br />Court in Eno Ridge Subdivision <br />2. Eno Ridge Subdivision Final Plat <br />3. Eno Ridge Subdivision Petition Information <br />INFORMATION CONTACT: <br />Abigaile Pittman, 245 -2567 <br />Tom Altieri, 245 -2575 <br />Michael Harvey, 245 -2597 <br />Craig Benedict, 245 -2585 <br />PURPOSE: To make a recommendation to the North Carolina Department of <br />Transportation ( NCDOT), and the North Carolina Board of Transportation ( NCBOT) on a <br />petition to add seven (7) subdivision roads in Eno Ridge Subdivision to the State <br />Maintained Secondary Road System. <br />BACKGROUND: In accordance with North Carolina General Statute §136 -62, the BOCC <br />is required to make a recommendation regarding petitions for addition of roads to the North <br />Carolina Board of Transportation ( NCBOT) before NCDOT can consider the petition. <br />This request includes a petition for seven (7) road additions to the State Maintained <br />Secondary Road System. The roads and their respective lengths and widths are as follows: <br />Road Name <br />Length in Miles <br />No. of Lots with <br />Frontage <br />Pavement/Right-of- <br />way Widths in Feet <br />New Salou Drive <br />0.36 <br />0 <br />20/60 <br />Trumpet Court <br />0.05 <br />5 <br />18/50 <br />Vine Court <br />0.05 <br />4 <br />18/50 <br />Bee Balm Court <br />0.08 <br />7 <br />18/50 <br />Onslow Court <br />0.04 <br />4 <br />18/50 <br />High Ridge Drive <br />0.09 <br />0 <br />20/50 <br />Climbing Aster Court <br />0.17 <br />11 <br />20/50 <br />TOTALS <br />0.84 <br />31 <br />N/A <br />