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June 28, 2006 Page 2 of 6 <br /> Pequot Lakes <br /> South Oak Street Proposal <br /> Tasks Amount <br /> I. Field Survey& Utility Locations <br /> After appropriate office research, a field survey will be completed to provide <br /> topographical information as well as utility locations. $7,500 <br /> This survey will need to extend outside the project area to obtain <br /> information that will relate to the storm drainage system design. <br /> II. Storm Drainage Preliminary Design <br /> Layout a preliminary storm drainage collection system along with <br /> appropriate discharge/infiltration basin locations. <br /> Perform a preliminary hydrologic and hydraulic design for a 5-year design <br /> storm. Check overflow routes and basin design for a 100-year design $6,800 <br /> storm. <br /> Assist the City in determining possible locations, volumes needed, and <br /> resulting areas/properties required for the infiltration basins. <br /> Estimate the costs of the collections stem and the infiltration basins. <br /> III. Feasibility Report <br /> Prepare topographic maps of existing conditions from the survey data. <br /> Determine with the Council the assessment policy for this project. <br /> Prepare the feasibility report, including an opinion of probable construction $6,700 <br /> cost, based on the preliminary layout improvements. <br /> This Feasibility Report is not only required for the special assessment <br /> process but it gives the City an idea of cost so that financial/funding <br /> arrangements can begin and any adjustments can be made prior to final <br /> design. <br /> CAMy Documents\City Clerk\Engineering\South Oak Street\Pequot Lakes-South Oak Street-Proposal-062806(2).doc <br />