Specifications include, but are not limited to: 3.1. Riverview Bridge Provide guardrail per the attached design drawing (Attachment B), SCDOT Standard Drawings, and Section 805 of the SCDOT Standard Specifications for Highway Construction. • 90’ of W-Beam with post, block, and hardware (MGS Guardrail, Standard Shoulder) • Four (4) Type A End Terminal (MASH GR TY MT3 Leading End Treatment, SoftStop SS775) • Four (4) Asymmetrical transitions (MTBBC3) 3.2. Prentice Court at Camp Creek Provide approximately 70’ of W-beam or Thrie beam and two (2) Impact Attenuators at the downstream side of the existing box culvert between Campcreek Place and Stonehenge Drive, per Section 805 of the SCDOT Standard Specifications for Highway Construction and the SCDOT Standard Drawings. • 70’ of W Beam with post, block, and hardware (MGS Guardrail, Standard Shoulder) • Two (2) Type A (MASH GR TY MT3 Leading End Treatment, SoftStop SS775) 3.3. Cinema Drive at Tinsley Provide approximately 170’ of W-beam or Thrie beam and four (4) Impact Attenuators at the existing box culvert near the Cinema Drive/Tinsley Way intersection per Section 805 of the SCDOT Standard Specifications for Highway Construction and the SCDOT Standard Drawings. • 170’ W Beam, with post, block, hardware (MGS Guardrail, Standard Shoulder) • Four (4) Type A End Terminal (MASH GR TY MT3 Leading End Treatment, SoftStop SS775)