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Agenda - 12-09-2014-13 (2)
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Agenda - 12-09-2014-13 (2)
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5/27/2015 8:06:48 AM
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BOCC
Date
12/9/2014
Meeting Type
Regular Meeting
Document Type
Agenda
Agenda Item
13-2
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Minutes 12-09-2014
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\Board of County Commissioners\Minutes - Approved\2010's\2014
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Article 7: Subdivisions22 <br />Section 7.8: Access and Roadways <br />Figure 7.8.5.D.8: Intersection with Public Road <br />Class W Private Road Connection RIW <br />Variable <br />R/W <br />I <br />I <br />� <br />i <br />5cale:l " -30' <br />Note: Add itional RIW may be required <br />i <br />to accomodate tapers, turn Ianes, and <br />median islands. <br />Unpaved Apron I <br />See detail in <br />Fig.7.85.13.18 <br />I <br />I <br />� <br />' <br />SO' IaFer <br />70 <br />JM� <br />Sight Triangle <br />1 <br />[1o'x70') <br />- <br />�- R <br />0'Mi n. <br />R =20' <br />15 °Min. (or as <br />R =20' <br />R =20' directed by engineer) m <br />Edge of Pavement <br />i <br />Edge of Pavement m <br />----------------------- <br />----------------------- <br />Existing Road <br />Note: Perm a nent d ra i n a ge easements may be required to accomod <br />ate drainage beyond the right -of -way <br />Class "B 'Private Road Connection Paw <br />Variable <br />I <br />R/ <br />I <br />I <br />I <br />Scale:l' =30' <br />iNote: <br />Add itionaI A/W maybe required <br />to accomodate tapers,turn lanes, and <br />median islands. <br />Unpaved Apron <br />See detail in ' <br />12' <br />Fig, 7.8.5.W a <br />I <br />I <br />i <br />50'Taper <br />70' <br />I <br />Sight Triangle <br />1 a <br />[to'x70'y <br />_�- R =20' <br />20'Mlm <br />-� <br />R =20' <br />15 "Min. (or as <br />R ° 20' <br />R = 20' directed by engineer) <br />M <br />Edge of Pavement <br />Edge of Pavement m <br />-- - - - - - - - - - - - - - - - - - - <br />- - - - - - <br />- - - - - - - - - - - - - - - - - - - - <br />Existing Road <br />Note: Permanent drainage easements may be required to accomodate drainage beyond the rig hi-of-way <br />(d) The Private Road must flare at the public road in order to permit a <br />vehicle to enter the Private Road when another vehicle is waiting to exit <br />on the Private Road. The dimensions of the required flare are 20 -feet for <br />both a Class A and Class B Private Road, as shown in Figure 7.8.5.D.8. <br />(9) Drainage <br />(a) Ditches shall be constructed to provide drainage from the road and <br />adjacent areas. <br />(b) The ditches shall be built with sufficient depth and width to carry the <br />expected volume of water. <br />Orange County, North Carolina — Unified Development Ordinance Page 7 -22 <br />
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