2018-063A - Laserfiche WebLink

Home Browse Search

groupings. M&E will prepare and deliver 3 hard copies and 1 electronic output file of the survey for our use. The output of the electronic file is to be prepared for AutoCAD Version 2o16 *.dwg file or newer. A comma delineated ASCII file of the coordinates identifying Point #, Northing, Easting, Elevation, Description should accompany the CAD file. The plan view drawings showing easements, elevations and contours over an aerial background. Cross-sections will be created indicating existing grade and existing structures. Deliverables: Project database files and figures (AutoCAD Civil 3D, xml, GIS, PDF) will be provided to the County Task i — Pre -Application Meeting(s) While data collection is underway, ESA and County staff will schedule pre -application meetings with the U.S. Army Corps of Engineers (USACE) and the Florida Department of Environmental Protection (FDEP) Central District to discuss the regulatory requirements for permitting and constructing project elements. ESA staff will prepare figures, drawings and/or PowerPoint presentations and schedule conference calls with the regulatory agencies for the pre - application meeting(s). The proposed approach is to discuss completing this work under the Hurricane Irma Emergency Final Order OGC No.17-og8g, which would potentially help to fast- track the project. ESA will also investigate whetherthe original permits could be modified to include the south reach repairs. Deliverables: Project planning documents and meeting minutes. Task 3 — Shoreline Stabilization Design & Engineering Following the data collection efforts, the project design and engineering tasks will be completed. The survey data collected in Task 1 will be used to develop shoreline stabilization design I ESA will perform engineering calculations in accordance with the Coastal Engineering Manual (CEM)/Shore Protection Manual (SPM) to determine proper rock size, revetment configuration and layer structure. Florida Department of Transportation Standards and County Roadway Specifications will be used to rebuild the roadway shoulder. Volume calculations will be performed to determine quantities for permitting and bidding purposes. A planting plan will be developed, identifying the species, elevations and spacing of proposed vegetation. A meeting will be held with the County and project stakeholders to discuss the options and select the preferred design alternative. Drawings will be prepared showing the survey data and proposed stabilization in plan and cross section view that indicate existing and proposed grades; existing and proposed structures; and existing structures to be rehabilitated. All drawings will be to scale and details pertaining to shoreline stabilization construction will be provided. Staging areas and access points will be delineated on the drawings. These drawings and calculations will provide the basis for the engineer's cost estimate. Two (2) draft copies of the plan set (standard 24" x 36" size) and a digital file will be provided for review. This scope is based on one (1) round of comments the County.