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920 MILLWRIGHT LOOP S BASE FILE Geotech Report 2023-12-29
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920 MILLWRIGHT LOOP S BASE FILE Geotech Report 2023-12-29
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Last modified
12/29/2023 3:28:33 PM
Creation date
12/29/2023 3:26:05 PM
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Address Document
Street Name
MILLWRIGHT LOOP S
Street Number
920
Tenant Name
BASE FILE
Address Document Type
Geotech Report
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Color <br />Name <br />Model <br />Unit <br />Cohesion' <br />Approx. Building <br />m <br />a <br />Footprint <br />an <br />Sheet Pik <br />LJ <br />m <br />2.04 <br />hi <br />Surcharge: 155 ps <br />A <br />ID <br />10 <br />aeback and <br />DeaOman Anchorage System <br />___________________________________________________________________ <br />10 <br />d0 <br />d <br />______________........... <br />__........... <br />___.......... ___....... _ <br />0 <br />y <br />N <br />+ <br />+ + <br />+ + + <br />+ + <br />+ <br />+ + + <br />+ + + + <br />c <br />-10 <br />0 <br />0 <br />o <br />Factor of Safety <br />_o <br />-zo <br />■ 1.M-1.S0 <br />-p <br />i <br />v <br />■ 1.e3-1.90 <br />u <br />w <br />.1p <br />❑ 1.90-2.0 <br />30 <br />W <br />2.0-2.10 <br />3 <br />J <br />d0 <br />1 <br />❑ 2.0-2.20 <br />J <br />❑ 220-2.30 <br />■ 23 -2JU <br />50 <br />❑ 2.40-2.50 <br />to <br />2.50-2.00 <br />b0 <br />■ 2.50-2.70 <br />■ 2.70-2.80 <br />7p <br />■ ? 2.80 <br />-70 <br />ao <br />ap <br />3a <br />0 <br />v <br />100 iw <br />200 <br />2s0 a00 3s0 <br />a00 <br />Distance (feet) <br />Cross Section A -A' <br />Static Condition <br />Port of Everett Waterfront Place Center Parcel A17 <br />Everett, Washington <br />3 <br />GWENGINEER� <br />Figure <br />PM1r <br />Might <br />twn <br />rl <br />bad) <br />Mohr-Coulomb <br />120 <br />0 <br />30 <br />oil <br />Mahr-Coulomb <br />130 <br />0 <br />A2 <br />Consolidated <br />MarinEl e Aree Fill <br />Mohr -Coulomb <br />110 <br />0 <br />2e <br />Recent <br />Mohr -Coulomb <br />125 <br />0 <br />30 <br />DepnBlis <br />
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