Final Bridge Design/Plans Clause Samples
Final Bridge Design/Plans. Prepare complete detailed plans for the construction of one bridge over Little Cedar Creek and UPRR. Upon ▇▇▇’▇ Summit and MoDOT approval of the bridge layout, prepare detailed final construction plans for the structure. Colbern Rd. over Little Cedar Creek and UPRR is anticipated to be a conventional type structure with two structural prestressed concrete spans. The proposed bridge will be skewed to align with UPRR and creek alignment on the existing tangent horizontal alignment with normal cross slopes. The proposed bridge will carry four eleven-foot lanes, two four-foot shoulders, twelve-foot trail on the south and 6-foot sidewalk on the north. Barriers are used between traffic and sidewalk/trail. Median or median barrier will not be required on the bridge. MSE wall will be utilized at the west end of the bridge, and it is anticipated that tall faced abutments will be used adjacent to the UPRR at the east end of the bridge. A global stability analysis will be performed for all retaining walls. The consultant will incorporate Aesthetics into the final construction plans for the structure. It is anticipated that the Aesthetics will include form liners and pedestrian rail will be a black fence similar to ▇▇▇▇▇ ▇▇. Barrier will contain two three-inch or four-inch diameter conduits for future utilities. A waterline is anticipated on the bridge, located below the deck. Roadway lighting is anticipated on the bridge. Colbern Rd. at the bridge will be closed during construction. Staged construction will not be required to construct the proposed bridge. Final design plans will be in accordance with AASHTO LRFD Bridge Design Specifications, Latest Edition with current Interim Revisions, the MoDOT Engineering Policy Guide (EPG), MoDOT standard drawings and specifications, and current ▇▇▇’▇ Summit policies/procedures provided to the consultant (if applicable). Geometry calculations and project cost estimate for bridge will be prepared. Final plans will be provided to ▇▇▇’▇ Summit and MoDOT for review. 100% Submittal documents will be provided to the UPRR for review. Standard specifications and details per MoDOT standard format will be provided to ▇▇▇’▇ Summit and MoDOT. LRFR load rating summary and AASHTOWARE BrR (formerly VIRTIS) model will be provided to ▇▇▇’▇ Summit and MoDOT. Anticipated sheets include: • General Plan & Elevation, • General Notes and Quantities, • End Bent Details, • Intermediate Bent Details, • Prestressed Beam Details, • Drainage Details, as re...
