13,7 Design the new floating dock and gangway system including intermediate supports.
13.8 Re-examine the “0.00 ft rise” river model with the final design pile features to
confirm conformance.
13.9 Use the river model to assess pile erosion and scour, ice, and woody/miscellaneous
debris loadings.
13.10 Prepare final design drawings and specifications for City review and approval.
Segment 14 — Renaissance Park Improvements
14.1 Coordinate final park layout with the City and Halvorson/Tighe & Bond to minimize
the length and extent of the river walls and river slope embankment.
14.2 Perform additional river modeling to verify river wall and embankment grading do
not violate the “0.00 ft rise” flood level criteria. Use the river model to determine
velocity, scour and erosion potential as parameters in designing the final
embankment surface treatment(s).
14.3. Design the structural and geotechnical aspects of the new river retaining wall
including any special support(s) over the existing 30-inch City stormwater drain line.
14.4 Design the geotechnical, hydraulic, and structural elements of the proposed river
embankment.
14.5 Prepare final design plans and specifications for City review and approval.
Segment 14 — Revised Water Street and Factory Street Parking Layout
No TTG final engineering required.
Permitting Support
TTG will provide permitting support to the City in the Implementation of permit terms and
conditions within its final engineering design.
ADDITIONAL SERVICES
The following are considered additional services that are not considered final engineering
design; but, will be needed to complete the final engineering phase of this project:
Final Engineering Design Proposal 05-11-22
4920
TURNER
GROUP
