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City of Santa Ana 7-Eleven Convenience Store and Service Station Project Mitigation Monitoring and Reporting Program FirstCarbon Solutions 12 Y:\Publications\Client (PN-JN)\0327\03270041\MMRP\03270041 City of Santa Ana 7-Eleven MMRP.docx Table 1 (cont.): 7-Eleven Convenience Store and Service Station Project Mitigation Monitoring and Reporting Program Mitigation Measures Method of Verification Timing of Verification Responsible for Verification Verification of Completion Date Initial laboratory maximum. The base material shall also be compacted to slightly above the optimum moisture content and a dry density of at least 95 percent of the laboratory maximum. - Rigid concrete pavement (described below) shall be placed in driveway entrance aprons and trash bin loading/storage areas. Concrete pavement design is provided in the following section. • Concrete Pavement: Concrete pavements have been calculated in general conformance with the procedure recommended by the ACI (ACI 330R-08) using the parameters presented in the table below. The following design parameters were used in our analyses. See Table 6 of the Geotechnical Report for recommended concrete pavement sections. - The project civil engineer shall confirm whether the assumed Average Annual Daily Traffic (AADT) is appropriate for the anticipated traffic level. Concrete compressive strength for pavement should be at least 3,700 psi. Rigid concrete pavement shall be placed in driveway entrance aprons, trash bin loading/storage areas, or other areas of the project site as desired. Crack control joints shall be placed in accordance with the ACI guidelines. Minimum reinforcement shall consist of #3 bars on 24-inch centers. - Prior to placing concrete, the upper 12 inches of the subgrade soil shall be scarified, moisture conditioned to slightly above the optimum moisture content, and recompacted to a dry density of at least 95 percent of the laboratory maximum. 1-26