Retaining Wall Design. The Consultant shall provide all necessary design effort required to produce a complete set of construction documents for a conventional retaining wall system. The Consultant shall also determine appropriate Proprietary Wall types from the FDOT FDM proprietary wall standards to the extent necessary to finalize the wall plans as described herein for proprietary wall systems. Retaining walls are anticipated at the following locations: At the County’s option, the Consultant shall obtain project specific retaining wall drawings from proprietary wall companies and incorporate these drawings into the contract document. [Add locations here]
Retaining Wall Design. The purpose of this task is to prepare retaining wall plans and details. GCE shall design retaining wall structures along FBPTR eastbound and westbound mainlanes. The design shall include MSE walls along bridge approaches as well as abutment walls. It is estimated that approximately 5,120 feet of retaining walls shall be required. The retaining wall plans shall include: Retaining Wall Plan (1” = 100’ scale in 11”x17” sheets);
Retaining Wall Design a) The Professional shall prepare contract plans, special provisions for the specifications, and opinion of probable cost for the construction of permanent and temporary retaining walls required for grade separation and intersection improvements at 126th Street, 131st Street, 141st Street, and 000xx Xxxxxx. The contract plans shall include Typical Retaining Wall Sections, Soil Borings Sheets, Retaining Wall Detail Sheets including retaining wall quantities, and Construction Details Sheets as necessary. The contract documents shall contain sufficient information to enable the contractor to perform the work tasks described below.
Retaining Wall Design a. In addition to drilling and lab testing, we propose to design a single gravity or reinforced modular block retaining wall at the site. From the information above and the information that has been provided, Xxxxxx will perform the following services:
Retaining Wall Design a. The Developer shall submit final retaining wall drawings to the Town Engineer for review and approval prior to construction. The wall drawings shall be prepared by a Colorado registered Professional Engineer. A global stability analysis, with sections cut through the series of tiered walls, must also be prepared to demonstrate the stability of the wall system and the hillside.
Retaining Wall Design. This task includes design at the 60%, 90% and final submittals and includes the following: ▪ Identify the required height and location of retaining walls from the roadway plan and profiles ▪ Prepare plan and profile sheets and detail sheets for each wall Assumptions: ▪ Up to four (4) minor walls less than four (4) feet in height will be required. ▪ Minor wall types are proprietary wall systems at four (4) feet or less in height and soil reinforcing is not required. ▪ Design calculations are not required for minor walls. ▪ Global stability issues do not exist at these locations ▪ Specific borings at minor wall locations are not included in this scope.
