§ 152.353 STREETS.
   (A)   Conformance with thoroughfare plans. The location and design of shall be in conformance with any applicable, adopted thoroughfare plan. Where conditions warrant, widths and pavement widths in excess of the minimum standards may be required.
   (B)   Traffic impact study. If a proposed is submitted for approval which could generate daily traffic at the volumes specified in §§ 152.310 through 152.314 of the Unified Development Ordinance and a traffic impact study has not previously been prepared, preparation of a traffic impact study will be required at the applicant’s cost prior to approval.
   (C)   Conformance with adjoining road systems. The planned layout of a proposed shall be compatible with existing or proposed and their classifications on adjoining or nearby .
   (D)   Coordination with surrounding .
      (1)   The system of a shall be coordinated with existing, proposed, and anticipated outside the or outside the portion of a single that is being divided into (hereinafter, “surrounding ”) as provided in this section.
      (2)    shall intersect with surrounding collector or arterial at safe and convenient locations.
      (3)   Subcollector, local, and minor residential shall connect with surrounding where necessary to permit the convenient movement of traffic between residential neighborhoods or to facilitate access to neighborhoods by emergency service vehicles or for other sufficient reasons, but connections shall not be permitted where the effect would be to encourage the use of such by substantial through traffic.
      (4)   Whenever connections to anticipated or proposed surrounding are required by this section, the   shall be extended and the developed to the property line of the subdivided property (or to the edge of the remaining undeveloped portion of a single ) at the point where the connection to the anticipated or proposed is expected. In addition, the permit-issuing authority may require temporary turnarounds to be constructed at the end of such pending their extension when such turnarounds appear necessary to facilitate the flow of traffic or accommodate emergency vehicles. Notwithstanding the other provisions of this subsection, no temporary dead-end in excess of 900 feet may be created unless no other practical alternative is available.
      (5)   Reserve strips adjoining road for the purposes of preventing access to adjacent property shall not be permitted under any condition.
   (E)    classification. The final of the classification of in a proposed shall be made by the town.
   (F)    design criteria.  proposed to be dedicated to the town shall be designed in accordance with the Town of Swansboro Street Construction Standards and Specifications. In absence of Town of Swansboro Street Construction Standards and Specifications, the most current NCDOT standards will be used. proposed to be dedicated to the State shall be designed in accordance with standards and specifications of the North Carolina Department of Transportation (NCDOT).
   (G)    design criteria.
      (1)    shall be permitted with .
      (2)   The minimum design standards for all will be equivalent to the minimum Town of Swansboro Street Construction Standards and Specifications. In absence of Town of Swansboro Street Construction Standards and Specifications, the most current NCDOT standards will be used.
      (3)   An is required to own and maintain all allowed under this subchapter. All will be indicated as such on the .
      (4)   No through in a residential area connecting two can be designated as a , unless approved by the .
      (5)   All , connecting with state-maintained , require an approved application from the NCDOT.
      (6)   The minimum width of all sidewalks constructed, shall be five feet.
      (7)   A disclosure statement in accordance with G.S. §136-102.6 shall be recorded simultaneously with the and referenced on the . The disclosure statement must contain the provision(s) for construction and/or maintenance of the (see § 152.385).
   (H)   Intersecting angle.
      (1)   All shall intersect at or as near to 90 degrees as possible within topographic limits, and no shall intersect any other at an angle less than 75 degrees.
      (2)   All crossing natural areas, wetlands, or stream buffers must cross at or as near to 90 degrees as possible within topographic limits.
   (I)    . The distance from an intersecting through or any extension from a to the end of a shall be a maximum of 900 feet, except where, upon the approval of the , existing conditions warrant a modification of this requirement. The radius of the paved portion of a   shall be designed in accordance with the Town of Swansboro Street Construction Standards and Specifications. In absence of Town of Swansboro Street Construction Standards and Specifications, the most current NCDOT standards will be used.
   (J)   Minimum offset.
      (1)   Where are offset, the centerlines shall be offset no less than 150 feet.
      (2)   Except where no other alternative is practicable or legally possible, no two may intersect with any other on the same side at a distance of less than 400 feet measured from centerline to centerline of the intersecting . When the intersecting is a , the distance between intersecting shall be at least 1,000 feet.
   (K)   Curb and gutter.
      (1)   Curb and gutters shall be required in all subdivisions unless a from this requirement is specifically granted by the . Curbs and gutters shall be constructed in conformance with the design criteria of the Town of Swansboro Street Construction Standards and Specifications. In absence of Town of Swansboro Street Construction Standards and Specifications, the most current NCDOT standards will be used.
      (2)   As provided in G.S. §136-44.14, whenever curb and gutter construction is used on , wheelchair ramps for the handicapped shall be provided at intersections and other major points of pedestrian flow. Wheelchair ramps and depressed curbs shall be constructed in accordance with published standards of the NCDOT.
   (L)   Temporary turnarounds.  stubbed to adjoining property or phase lines may be required to have a temporary turnaround at the end of the which will be sufficient to permit service vehicles to turn around. The radius of the temporary turnaround shall be a minimum of 40 feet.
   (M)   Grades.
      (1)   The maximum at any point on a constructed without curb and gutter shall be 6%. On constructed with curb and gutter, the shall not exceed six percent unless no other practicable alternative is available. In no case, however, may be constructed with grades that exceed 10%.
      (2)   The on stop approaching an intersection shall not exceed 5% for a distance of not less than 100 feet from the centerline of the intersection.
   (N)    . Triangular shall be shown in dashed lines at all intersections and so noted on the  . These will remain free of all structures, trees, shrubbery, and signs, except utility poles, fire hydrants, and traffic control signs. The location and extent of will be determined by the town and by the NCDOT on all state-maintained .
   (O)    names and property addresses.  which are obviously in alignment with existing shall generally bear the name of the existing . names shall not duplicate or closely approximate phonetically the names of existing in Onslow County. suffixes and addresses shall conform to the standards established by the Town of Swansboro.
   (P)    name and traffic control signs.  name and traffic control signs which meet the Town of Swansboro and NCDOT specifications shall be placed at all public and intersections. The Town of Swansboro shall approve the location of all signs to be place on town-maintained   prior to installation. The shall be responsible for installing all name and traffic control signs. The maintenance of signs on and drives shall be the responsibility of the or of an , as applicable.
   (Q)    construction plans. Construction plans for all that are proposed to be town-maintained shall be submitted to the town following approval. Construction plans for all subdivisions that are proposed for state maintenance shall be submitted to the NCDOT following approval. No   shall be constructed until construction plans have been reviewed and approved by either the town or NCDOT, as applicable.
   (R)   NCDOT Traditional Neighborhood Development Street Design Standards. 
      (1)   The may require utilization of the North Carolina Department of Transportation Operations Traditional Neighborhood Development Street Design (TND) Guidelines in any located in the town’s with the approval of the NCDOT. TND standards for and sidewalks are limited to subdivisions having a minimum of 40 acres and a maximum of 125 acres.
      (2)   A Traditional Neighborhood Development (TND) is a human scale, walkable with moderate to high residential densities and a core. Compared with conventional suburban , TNDs have a higher potential to increase modal split by encouraging and accommodating alternate transportation modes. TNDs also have a higher potential for capturing internal trips, thus reducing vehicles miles traveled.
      (3)   A dense network of narrow with reduced curb radii is fundamental to TND design. This network serves to both slow and disperse vehicular traffic and provide a pedestrian friendly atmosphere. Such alternate guidelines are encouraged by NCDOT when the overall design ensures that non-vehicular travel is to be afforded every practical accommodation that does not adversely affect safety considerations. The overall function, comfort, and safety of a multi-purpose or “shared” are more important than its vehicular efficiency alone.
      (4)   TNDS have a high proportion of interconnected , sidewalks, and paths. and rights-of-ways are shared between vehicles (moving and parked), bicycles, and pedestrians. The dense network of TND functions in an interdependent manner, providing continuous routes that enhance non-vehicular travel. Most TND are designed to minimize through traffic by the design of the and the location of land uses. are designed to only be as wide as needed to accommodate the usual vehicular mix for that while providing adequate access for moving vans, garbage trucks, fire engines, and buses.
      (5)   As part of the NCDOT design criteria, there must be a discernable center or core area. The proposed must have a mixture of residential and non-residential land uses, with at least 10% of the developed area consisting of non-residential uses. Most non-residential uses are located within the core area. Within the core area, a minimum of 15% of must be devoted to oriented towards TND residents. Elementary are an important element. Public structures, such as , churches and civic , and public , such as squares, , playgrounds, and greenways, shall be integrated into neighborhood pattern.
   (S)    inspection. Work performed pursuant to approved construction plans shall be inspected and approved by either the town or the NCDOT, as applicable.
   (T)    lights.  lights shall be provided in accordance with the lighting standards of the power company providing service but shall NOT be less than the town’s policies, standards, and specifications for lighting.
   (U)   Bridges. All bridges shall be constructed in accordance with the standards and specifications of the NCDOT, except that bridges on roads that will not be publicly dedicated may be approved if designed by a registered professional engineer.
(Ord. 2005-O3, passed 3-15-2005) (Am. Ord. 2008-O28, passed 10-21-2008; Am. Ord. 2013-O13, passed 5-21-2013)