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No. 2684 approving/authorizing the execution of an addendum to the Master Agency Agreement (Mayflower Realignment and Improvement Project)
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No. 2684 approving/authorizing the execution of an addendum to the Master Agency Agreement (Mayflower Realignment and Improvement Project)
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8. Roadway Lighting Plan <br />9. Engineer's Estimate of Probable Cost. <br />Traffic Engineering Services for Signalization of the Re- aligned Mayflower 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 />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 a storm -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 all 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 />Includes: Cover Sheet, Existing Site Conditions, Overall Site Layout and <br />Alignment Plan, Typical Road Cross - section, Road Plan & Profile Sheets, <br />Intersection Grading Details, Drainage /Storm Design Plan. <br />2. <br />Bio- Retention Swale plans, as required or needed. <br />3. <br />Standard Construction Details. <br />4. <br />Standard Specifications. <br />5. <br />Engineer's Estimate of Probable Cost. <br />6. <br />Preparation of standard Traffic Impact Analysis report for forecasting vehicle <br />usage of signalized intersection. <br />7. <br />Traffic Signalization Plan. (Traffic Signal Design & Typical Section Design) <br />8. <br />Roadway Lighting Plan, Pavement markings and Signage. <br />9. <br />Demolition Plan for proposed portion of Vacated Mayflower Road. <br />10. <br />Develop Construction Demolition Plans and Specifications for existing <br />Mayflower Road and Cleveland Road intersection. <br />11. <br />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 a storm -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 all 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 />
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