LUC-York Street Bridge - Request for Qualifications for Engineering Design Services

Description

01-21-19 Posting Date LUC-York Street PID No. N/A City of Oregon Response Due Date: 02-08-19 Communications Restrictions Please note the following policy concerning communication between Consultants and the City of Oregon during the announcement and selection process: During the time period between advertisement and the announcement of final consultant selection, communication with consultants (or their agents) shall be limited as follows: Communications which are strictly prohibited: Any discussions or marketing activities related to this specific project. Allowable communications include: Technical or scope of services questions specific to the project or RFP requirements. Specific questions concerning the project details can be emailed to rshultz@ci.oregon.oh.us. Project Description The City of Oregon is requesting Letters of Interest (LoI) from consultants for planning and engineering services. The services include preparation of construction contract plans and specifications for the replacement of two existing bridge structures within the City of Oregon in Lucas County. The bridges are the York Street Bridge over Amolsch Ditch (SFN 4863232) and the Norfolk Southern Railroad Bridge over Amolsch Ditch, which is located approximately 190 ft south of York Street. The existing York Street Bridge over Amolsch Ditch (SFN 4863232) consist of twin 54” reinforced concrete pipes with stone headwalls. The Norfolk Southern Railroad Bridge over Amolsch Ditch consist of twin 54” corrugated metal pipes with no head walls. The city anticipates that the proposed York Street structure will be an approximately 12 ft span 4sided structure based on hydraulic information and recent bridge replacement projects for the area. The profile and alignment of the existing roadway is not anticipated to be modified by the project. The proposed York Street structure will need to be designed to accommodate two 12foot wide lanes and 5 ft graded shoulders along with safety grading so as to not require guardrail over the structure. Some minor shoulder work to the approach roadway may be necessary to accommodate safety grading. The city anticipates that the proposed Norfolk Southern Railroad structure will be an approximately 12 ft span 4-sided structure based on hydraulic information and recent bridge replacement projects for the area. The profile and alignment of the existing railroad is not anticipated to be modified by the project.