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8. Roadway Lighting Plan <br />9. Engineer's Estimate of Probable Cost. <br />Traffic Engineering Services for Si~aalization of the Re-alined Mavflower Road <br />and Cleveland Road intersection and preparation of Traffic Impact Analysis Report <br />for intersection design: <br />We will provide the following traffic engineering plans and services based upon our <br />project meeting for the Re-aligned Mayflower Road Cleveland Road intersection. <br />1. Prepare roadway engineering, layout, plan & profile drawings: <br />Includes: Cover Sheet, Existing Site Conditions, Overall Site Layout and <br />Alignment Plan, Typical Road Cross-section, Road Pian & Profile Sheets, <br />Intersection Grading Details, Drainage/Storm Design Plan. <br />2. Bio-Retention Swale plans, as required or needed. <br />3. Standard Construction Details. <br />4. Standard Specifications. <br />5. Engineer's Estimate of Probable Cost. <br />6. Preparation of standard Traffic Impact Analysis report for forecasting vehicle <br />usage of signalized intersection. <br />7. Traffic Signalization Plan. {Traffic Signal Design & Typical Section Design) <br />8. Roadway Lighting Plan, Pavement markings and Signage. <br />9. Demolition Plan for proposed portion of Vacated Mayflower Road. <br />10. Develop Construction Demolition Plans and Specifications for existing <br />Mayflower Road and Cleveland Road intersection. <br />11. Prepare quantities and estimate. <br />Engineering plans for the signalized intersection will be based on an "isolated <br />intersection" and not an interconnected system with other intersections. <br />Our understanding is that we would provide astorm-water management plan that will <br />have adequate drainage and retention to serve the right-of--way development, and to <br />include provision of connection and increased retention storage for the eventual <br />development of ail of the 44 or so acres of adjacent property. <br />Soil Borings Services: <br />We will contract with a local geotechnical firm to provide soil borings and furnish a <br />geotechnical report showing the existing soil types and bearing capacities, determination <br />of high-water table in proposed storage areas, hydraulic conductivity and percolation rate, <br />suitability for type 'B' backfill, and providing estimated support values and pavement <br />recommendations for the road. <br />We would: <br />1. Review the geotechnical report. <br />2. Coordinate our design based upon that information. <br />