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I <br /> Live load lateral surcharge pressure (LS) shall be per the Buried Structure Earth Pressure <br /> Design vaults for the following loads and conditions: <br /> Live Load(LL)shall be as shown in the Plans, applied in accordance with the LRFD; 1 <br /> Soil backfill unit weight shall be 125 pcf with an internal friction angle of 32 degrees; <br /> At-rest earth pressures (EH) per the Buried Structure Earth Pressure Diagram in the <br /> geotechnical report; <br /> Live load lateral surcharge pressure (LS) shall be per the Buried Structure Earth Pressure <br /> Diagram in the geotechnical report; <br /> Seismic lateral pressure(EQ) shall be per the Buried Structure Earth Pressure Diagram in <br /> the geotechnical report; <br /> Groundwater elevation shall be elevation 14'; <br /> Allowable bearing capacity of foundation is 4,000 pSf.�"°d'fiedperAddendum#i] <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> 111 <br /> I <br /> HAYES STREET REGULATOR February, 2017 <br /> AND CSO CONTROLS (SRO1, SRO2,AND SRO3) <br /> WO No—UP3398-31 SP- 158a <br />