Specifications include, but are not limited to: This rehabilitation project shall consist of converting the abutments to semi-integral, superstructure replacement, and reviewing current Inspection Reports and performing adequate field work to permit all recommended and approved repairs to the piers and portions of the abutments below the semi-integral conversion. All fieldwork shall be coordinated with regularly scheduled Bridge Inspection services. The existing overall bridge width is 36.4 feet with a curb-to-curb width of 28.0 feet, and the bridge length is 705.5 feet. The professional services for the rehabilitation shall include the preparation of construction plans, surveying, and traffic engineering services with special consideration to Design Directive 681 – Work Zone Safety and Mobility. Environmental documents necessary for submission to obtain NEPA clearance shall be included in the engineering services. Post Design Services, if required, shall be by a separate Agreement.