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article 2 design and development standards - Spartanburg County

article 2 design and development standards - Spartanburg County

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may not take access closer than one hundred twenty-five (125) feetfrom the centerline of an intersecting street.3. Curb Cuts And Access From And Along S.C. State MaintainedRoads:Ingress-egress openings in concrete, asphalt, rock, or other streetcurbing provisions, commonly referred to as "curb cuts" shall beregulated in accord with the South Carolina Department OfTransportation's Access And Roadside Management St<strong>and</strong>ards,Section 3a.4. Curb Cuts And Access From And Along <strong>Spartanburg</strong> <strong>County</strong>Maintained Roads:Ingress-egress openings in concrete, asphalt, rock, or other streetcurbing provisions, commonly referred to as "curb cuts". Allconstruction within the Right-of-way shall comply with the<strong>Spartanburg</strong> <strong>County</strong> St<strong>and</strong>ard Specifications for construction ofRoads.5. Individual LotsIn no case shall a curb cut or other access point be less than twenty(20) nor more than forty (40) feet in width. Turning radius of the curbshall be between 2.5 - 25 feet.6. Driveway Access (<strong>Spartanburg</strong> <strong>County</strong> Maintained Roads)a. The <strong>Spartanburg</strong> <strong>County</strong> Roads & Bridges Department willinspect the site <strong>and</strong> determine the pipe size. This informationwill then be forwarded to the Building Codes Department. Allquestions concerning pipe size should be addressed to theBuilding Codes Department.b. Property owner/contractor must place stakes where access isrequested. This will allow the inspector to verify the correctpipe size to be installed. It is the owner/contractorresponsibility to locate the driveway to achieve maximum sightdistance to avoid a traffic hazard.c. Reinforced Concrete Pipe (RCP) must be used.d. The pipe must be installed straight, bell upstream <strong>and</strong> jointsmust be sealed. The backfill must be compacted <strong>and</strong> an eight2-35

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