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INTRODUCTION: The City of Ramsey (City) is requesting proposals for the delivery of five (5) geotechnical reports for <br />2027 projects including; <br />1. IP 27-01 MSA 142"d Avenue & Juniper Ridge Drive <br />a. 142"d Avenue between TH 47 and Waco Street <br />i. 0.13 miles in length; ADT 620; Speed Limit 30 mph <br />ii. 44-feet wide <br />iii. Municipal sewer and water exist <br />iv. Three (3) Soil Borings to a depth of 12 feet <br />v. Three (3) Pavement Cores <br />b. Juniper Ridge Drive between 156ti' Lane and Roanoke Street <br />i. 0.37 miles in length; ADT 151; Speed Limit 30 mph <br />ii. 32-feet wide <br />iii. No municipal sewer and water in project area, not proposed <br />1. Existing storm sewer system <br />iv. Five (5) Soil Borings to a depth of 10 feet <br />v. Five (5) Pavement Cores <br />c. A standard geotechnical report including construction feasibility for public utilities and pavement section <br />i. MSA Road requires 10-ton pavement design <br />1. Typically, City would do an FDR on this type of road <br />2. Juniper Ridge Drive will include replacing bit curb with concrete curb and gutter <br />ii. Logs of soil borings with descriptions of nomenclature used for defining the site soils <br />iii. Estimated subgrade support strength parameters for design of the bituminous roadway and <br />recommendations for any soil corrections; Design R-Value estimate <br />iv. Recommendations for earthwork associated with installation of utilities <br />v. Recommendations for management of groundwater for design of structures and pavements <br />2. IP 27-03 Deerwood Street Reconstructions <br />a. Subdivision is generally located along Gibbon Street north of 173'd Avenue <br />i. Streets are approximately 1.13 miles in total length <br />1. 24-feet wide rural section <br />2. No municipal sewer and water in the area, not proposed <br />a. Project will include replacing storm sewer culverts <br />ii. Scope of work includes: <br />1. Seventeen (17) Soil Borings to a depth of 10-feet per the attached exhibit <br />2. Seventeen (17) 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 design of the bituminous roadway and <br />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 />2 <br />