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c. The ENGINEER shall design an expansion of existing retention <br />basin on Airport property just west of Trade Drive to accommodate <br />a 100 -year design storm including the areas of the roadway, <br />existing Airport contributing areas, future Airport Hangars and <br />Community Corrections Site Drainage. Approximately 1000 feet of <br />storm sewer will be designed to convey the drainage from the <br />roadway and Community Corrections Site Drainage from the north <br />end of the roadway north to the retention basin. <br />C. Water Main Design <br />1. The ENGINEER will design approximately 600 feet of 12 inch water main <br />along the proposed Trade Drive, from Lathrop Street to the proposed <br />Trade Drive turnaround, refer to Exhibit A. <br />2. The water main design will be included in the Trade Drive Project bid <br />documents. <br />D. Sanitary Sewer Design <br />1. The ENGINEER will design approximately 600 feet of 10 inch gravity <br />sanitary sewer along the proposed Trade Drive, from Lathrop Street to the <br />Airport/Lathrop Street Lift Station (LS 067), refer to Exhibit A. <br />2. Based on survey information and the location of existing utilities, the <br />ENGINEER will evaluate the feasibility to gravity flow the influent sewage <br />flow to the Airport/Lathrop Street Lift Station (LS 067). The ENGINEER <br />will also work with the OWNER to verify the available capacity of the <br />Airport/Lathrop Street Lift Station (LS 067). <br />3. The sanitary sewer design will be included in the Trade Drive Project bid <br />documents. <br />E. The ENGINEER shall perform the following services: <br />1. The ENGINEER shall perform utility coordination. This work shall include: <br />notifying all affected utilities in the project corridor, coordination and <br />meetings with affected utilities, reviewing relocation plans, and preparation <br />of utility status reports. The utilities in this coordination include electric <br />(distribution and transmission), gas, telephone, cable TV, City of South <br />Bend water utilities and City of South Bend sanitary sewer. <br />2. The ENGINEER shall prepare the hydraulic design for this project in <br />accordance with the City of South Bend drainage standards. <br />3. The ENGINEER shall perform the design of this Project on the basis that <br />the project shall be funded with local construction funds. Design changes <br />due to alternate funding of the project shall be considered Additional <br />Services, which shall be covered in Appendix "E" of this agreement. <br />4. The project will be designed in English units and in accordance with the <br />following references, policies and guidelines: <br />• City of South Bend Standards and Specifications <br />• A Policy on Geometric Design of Highways and Streets, American <br />Association of State Highway and Transportation Officials. <br />2 of 6 <br />Appendix "A" <br />