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<br />Consulting Services Agreement between City of San Leandro and RRM Design <br />for Memorial Park Improvements Exhibit A – Page 4 of 11 <br /> <br />Task 7: Permit Processing Assistance <br />CONSULTANT will respond to questions and comments received through the building <br />permit process and issue clarifications as needed to obtain a letter indicating that a permit <br />is ready to be issued. <br /> <br />Due to the unknown nature of the level of effort that might be required, the task is an <br />allowance of 24 hours of effort. <br /> <br />Deliverables: <br />Written clarifications, exhibits, or memos as needed. Revised plan sheets as needed. All <br />in format requested by building department. <br /> <br />Task 8: Geotechnical Report <br />Consultant will provide a geotechnical investigation with design recommendations <br />suitable for the proposed project. Work will include subsurface investigation, laboratory <br />testing, and a report that includes geotechnical conclusions and recommendations for the <br />project. <br /> <br />Consultant shall obtain a drilling permit from Alameda County, have utilities marked by <br />USA and use a private utility locator to check for underground utility conflicts prior to <br />drilling. Consultant shall drill and sample soil at four locations on site, two locations will <br />be drilled to a depth of 5’, two locations shall be drilled to a depth of 50’ or refusal <br />whichever is shallower. Ground water depth will be noted. Borings shall be backfilled <br />with cement grout, when located in paved areas the upper 6” shall be filled with concrete. <br />Excess cuttings shall be removed from the site. <br /> <br />Laboratory tests will be performed on selected soil samples to evaluate pertinent <br />engineering properties for design of the project. Laboratory tests may include <br />measurement of in-situ moisture content and dry density, Atterberg limits, sieve, <br />hydrometer, Resistance (R) value, and shear strength testing. One corrosion screening test <br />will also be performed. <br /> <br />Consultant shall provide a report prepared under the supervision of a California registered <br />Geotechnical Engineer. The report is anticipated to contain the following: <br />1. A description of the project including a vicinity map and site plan showing the <br />approximate locations of our borings. <br />2. A description of the subsurface investigation, logs of borings, and results of laboratory <br />tests. <br />3. A description of the surface and subsurface site conditions encountered during our <br />subsurface investigation, including depth of free groundwater if observed in our borings. <br />4. A description of the site geologic setting and associated geology related hazards, <br />including expansive soil, liquefaction-related hazards, and dynamic compaction/seismic <br />settlement. <br />5. Conclusions and recommendations related to the geotechnical aspects of: <br />a. Shallow spread footings and mat foundations, including allowable soil bearing