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