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Agenda - 03-05-1986
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Agenda - 03-05-1986
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9/20/2016 11:08:34 AM
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BOCC
Date
3/5/1986
Meeting Type
Regular Meeting
Document Type
Agenda
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• <br /> #51512 <br /> Transportation Impact Report <br /> February 11 . 1986 O d <br /> Paae Two <br /> Data: <br /> The existing road is an NCDOT road design with the standard <br /> 20 foot of pavement with a 5 to 6 foot shoulder tapered into a <br /> ditch line 5 feet from the edge of the shoulder. The road is <br /> equally divided into two standard lanes. The site distances <br /> fall below the critical vertical alignment factors specified by <br /> NCDOT. The alignment and grades do not affect the flow 'of <br /> traffic. The• intersection from Dairyland to Union Grove Church <br /> Road is properly designed to a good service level. <br /> The traffic factors indicate that the lane distribution is <br /> not constant. The inbound lane carries the majority of traffic <br /> in the morning and the outbound lane carries the traffic in the <br /> afternoon. There are no traffic interruptions due to the volume <br /> of traffic. The number of trucks is approximately 14N of the <br /> total traffic but is not a factor during the peak periods of the <br /> day. <br /> The traffic counts are broken down hourly in Appendix A as <br /> they pass by the entrance of the subdivision. <br /> Trio Generation: <br /> According to the Institute of Traffic Engineer's Trip <br /> Generation Report. a single family housing unit will produce 10 <br /> daily trips. NCDOT indicates that each single family housing <br /> unit will generate 9.3 daily trips . <br /> The Laurel Springs single family subdivision has 76 units <br /> kr. which will generate approximately 760 total average trip ends <br /> per day. <br /> Table I provides the resulting trip ends for, this project <br /> for average daily tre-ilic <ADT) conditions for A .M. and P.M. <br /> peak conditions. Under full development , Laurel Springs <br /> Subdivision will have 380 trips to the site and 380 trips away <br /> from the site on a typical weekday . The A .M. peak hour traffic <br /> will be 17 trips to the site and 42 trips away from the site. <br /> The P.M. peak hour traffic will be 48 trips to the site and 28 <br /> .:rips away from the site . Trip generation for Laurel Springs is <br /> VP <br /> summarised in Table I below. <br />
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