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Item 18 - Appeal Application Nos. 2023-02 and 2023-03 for Cabrillo Town Center project
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Item 18 - Appeal Application Nos. 2023-02 and 2023-03 for Cabrillo Town Center project
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10/3/2023 11:38:41 AM
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City Clerk
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Agenda Packet
Item #
18
Date
10/3/2023
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B-LGC-2.sum <br />49.30 <br />0.16 <br />0.34 <br />0.47* <br />0.55 <br />0.00 <br />0.55 <br />49.35 <br />0.16 <br />0.34 <br />0.46* <br />0.54 <br />0.00 <br />0.54 <br />49.40 <br />0.15 <br />0.34 <br />0.45* <br />0.53 <br />0.00 <br />0.53 <br />49.45 <br />0.15 <br />0.34 <br />0.44* <br />0.52 <br />0.00 <br />0.52 <br />49.50 <br />0.15 <br />0.34 <br />0.44* <br />0.51 <br />0.00 <br />0.51 <br />49.55 <br />0.14 <br />0.34 <br />0.43* <br />0.50 <br />0.00 <br />0.50 <br />49.60 <br />0.14 <br />0.34 <br />0.42* <br />0.49 <br />0.00 <br />0.49 <br />49.65 <br />0.14 <br />0.34 <br />0.41* <br />0.48 <br />0.00 <br />0.48 <br />49.70 <br />0.14 <br />0.34 <br />0.40* <br />0.46 <br />0.00 <br />0.46 <br />49.75 <br />0.13 <br />0.34 <br />0.39* <br />0.45 <br />0.00 <br />0.45 <br />49.80 <br />0.13 <br />0.34 <br />0.39* <br />0.44 <br />0.00 <br />0.44 <br />49.85 <br />0.13 <br />0.34 <br />0.38* <br />0.43 <br />0.00 <br />0.43 <br />49.90 <br />0.12 <br />0.34 <br />0.37* <br />0.42 <br />0.00 <br />0.42 <br />49.95 <br />0.12 <br />0.34 <br />0.36* <br />0.40 <br />0.00 <br />0.40 <br />50.00 <br />0.12 <br />0.34 <br />0.35* <br />0.39 <br />0.00 <br />0.39 <br />50.05 <br />0.12 <br />0.34 <br />0.35* <br />0.38 <br />0.00 <br />0.38 <br />50.10 <br />0.12 <br />0.34 <br />0.35* <br />0.37 <br />0.00 <br />0.37 <br />50.15 <br />0.12 <br />0.34 <br />0.35* <br />0.35 <br />0.00 <br />0.35 <br />50.20 <br />0.12 <br />0.34 <br />0.35* <br />0.34 <br />0.00 <br />0.34 <br />50.25 <br />0.12 <br />0.34 <br />0.35* <br />0.33 <br />0.00 <br />0.33 <br />50.30 <br />0.12 <br />0.34 <br />0.35* <br />0.31 <br />0.00 <br />0.31 <br />50.35 <br />0.12 <br />0.34 <br />0.35* <br />0.30 <br />0.00 <br />0.30 <br />50.40 <br />0.12 <br />0.34 <br />0.35* <br />0.29 <br />0.00 <br />0.29 <br />50.45 <br />0.12 <br />0.34 <br />0.35* <br />0.27 <br />0.00 <br />0.27 <br />50.50 <br />0.12 <br />0.34 <br />0.35* <br />0.26 <br />0.00 <br />0.26 <br />50.55 <br />0.12 <br />0.34 <br />0.35* <br />0.25 <br />0.00 <br />0.25 <br />50.60 <br />0.12 <br />0.34 <br />0.35* <br />0.24 <br />0.00 <br />0.24 <br />50.65 <br />0.12 <br />0.34 <br />0.35* <br />0.22 <br />0.00 <br />0.22 <br />50.70 <br />0.12 <br />0.34 <br />0.35* <br />0.21 <br />0.00 <br />0.21 <br />50.75 <br />0.12 <br />0.34 <br />0.35* <br />0.20 <br />0.00 <br />0.20 <br />50.80 <br />0.12 <br />0.34 <br />0.35* <br />0.18 <br />0.00 <br />0.18 <br />50.85 <br />0.12 <br />0.34 <br />0.35* <br />0.17 <br />0.00 <br />0.17 <br />50.90 <br />0.12 <br />0.34 <br />0.35* <br />0.16 <br />0.00 <br />0.16 <br />50.95 <br />0.12 <br />0.34 <br />0.35* <br />0.14 <br />0.00 <br />0.14 <br />51.00 <br />0.12 <br />0.34 <br />0.35* <br />0.13 <br />0.00 <br />0.13 <br />51.05 <br />0.12 <br />0.34 <br />0.35* <br />0.12 <br />0.00 <br />0.12 <br />51.10 <br />0.12 <br />0.34 <br />0.35* <br />0.10 <br />0.00 <br />0.10 <br />51.15 <br />0.12 <br />0.34 <br />0.35* <br />0.09 <br />0.00 <br />0.09 <br />51.20 <br />0.12 <br />0.34 <br />0.35* <br />0.08 <br />0.00 <br />0.08 <br />51.25 <br />0.12 <br />0.34 <br />0.35* <br />0.07 <br />0.00 <br />0.07 <br />51.30 <br />0.12 <br />0.34 <br />0.35* <br />0.05 <br />0.00 <br />0.05 <br />51.35 <br />0.12 <br />0.34 <br />0.35* <br />0.04 <br />0.00 <br />0.04 <br />51.40 <br />0.12 <br />0.34 <br />0.35* <br />0.03 <br />0.00 <br />0.03 <br />51.45 <br />0.12 <br />0.34 <br />0.35* <br />0.01 <br />0.00 <br />0.01 <br />51.50 <br />0.12 <br />0.34 <br />0.35* <br />0.00 <br />0.00 <br />0.00 <br />* F.S.<1, Liquefaction Potential zone <br />(F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) <br />Units Depth = ft, Stress or Pressure = tsf (atm), Unit weight = <br />pcf, settlement = in. <br />CRRm Cyclic resistance ratio from soils <br />CSRfs Cyclic stress ratio induced by a given earthquake (with user <br />request factor of safety) <br />F.S. Factor of safety against liquefaction, F.S.=CRRm/CSRfs <br />S_sat Settlement from saturated sands <br />S_dry settlement from dry sands <br />Sall Total settlement from saturated and dry sands <br />NoLiq No -Liquefy soils <br />Page 18 <br />City Council 18 - 940 10/3/2023 <br />
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