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3. IP 24-11 Alpine Drive MSA (Puma St to CSAH 83) Street Reconstruction <br />a. Segment located along Alpine Dr between Puma St and Armstrong Blvd. <br />i. MSA Reconstruction (10-ton design) <br />ii. Watermain installation anticipated <br />b. Street is approximately 0.63 miles in total length <br />i. 32-feet wide with concrete curb <br />ii. Speed limit is 40 mph <br />M. ADT 21800 <br />iv. No Parking on both sides <br />c. Scope of work includes: <br />i. 8 soil borings to a depth of 15-feet per the attached exhibit <br />1. Eight (8) Pavement Cores <br />ii. A standard geotechnical report including construction feasibility for public <br />utilities and pavement section <br />M. Logs of soil borings with descriptions of nomenclature used for defining the <br />site soils <br />iv. Estimated subgrade support strength parameters for design of the <br />bituminous roadway and recommendations for soil corrections <br />v. Recommendations for earthwork associated with installation of watermain <br />vi. Recommendations for management of groundwater for design of structures <br />and pavements <br />4. IP 24-12 Juniper Woods lst _ 3ra Street Reconstruction <br />• Subdivision is located along Ute Street and Tonto Street south of Alpine Drive. <br />a. Streets are approximately 0.78 miles in total length <br />i. 31-feet wide, rural section with concrete curb and gutter <br />ii. Speed limit is 30 mph <br />b. Scope of work includes: <br />i. 2 soil borings to a depth of 18-feet per the attached exhibit (No. 07,08) <br />8 soil borings to a depth of 15-feet per the attached exhibit <br />1. Ten (10) Pavement Cores <br />ii. A standard geotechnical report including construction feasibility for public <br />utilities and pavement section <br />M. Logs of soil borings with descriptions of nomenclature used for defining the <br />site soils <br />iv. Estimated subgrade support strength parameters for design of the <br />bituminous roadway and recommendations for soil corrections <br />v. Recommendations for earthwork associated with installation of storm <br />sewer, sanitary sewer, and watermain <br />vi. Recommendations for management of groundwater for design of structures <br />and pavements <br />3 <br />