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5. IP 26-05 Flintwood Hills 2"d & 3rd Street Reconstructions <br />a. Subdivision is generally located east of Dysprosium Street between CSAH 116 and CSAH 5 <br />i. Streets are approximately 0.83 miles in total length <br />1. 30-feet wide urban section <br />2. Municipal sewer and water exist in the area <br />ii. Scope of work includes: <br />1. Fourteen (14) soil borings to a depth of 12-feet per the attached exhibit <br />2. Fourteen (14) pavement cores <br />iii. A standard geotechnical report including construction feasibility for public utilities and pavement <br />section <br />1. Streets require a 7-ton pavement design <br />a. Typically, City would do an FDR or full reconstruction <br />2. Logs of soil borings with descriptions of nomenclature used for defining the site soils <br />3. Estimated subgrade support strength parameters for utility support and design of the <br />bituminous roadway and recommendations for soil corrections; Design R-Value estimate <br />4. Recommendations for earthwork associated with installation of storm sewer pipes and <br />structures <br />5. Recommendations for management of groundwater for design of structures and pavements <br />6. IP 26-06 Riverside West Street Reconstructions <br />a. Subdivision is generally located along Dolomite Street and 137th Avenue south of Riverdale Drive <br />i. Streets are approximately 0.28 miles in total length <br />1. 31-feet wide urban section <br />2. Municipal sewer and water exist in the area <br />ii. Scope of work includes: <br />1. Five (5) soil borings to a depth of 15-feet per the attached exhibit <br />2. Five (5) pavement cores <br />iii. A standard geotechnical report including construction feasibility for public utilities and pavement <br />section <br />1. Streets require a 7-ton pavement design <br />a. Typically, City would do an FDR or full reconstruction <br />2. Logs of soil borings with descriptions of nomenclature used for defining the site soils <br />3. Estimated subgrade support strength parameters for utility support and design of the <br />bituminous roadway and recommendations for soil corrections; Design R-Value estimate <br />4. Recommendations for earthwork associated with installation of storm sewer pipes and <br />structures <br />5. Recommendations for management of groundwater for design of structures and pavements <br />4 <br />