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3 of 5 <br /> Pier Data il�� <br /> Customer Info: Gary Miyasaki Permit info: Foreman:Terren Myron .o."• <br /> Address:5008 23rd ave w,Everett,wa Date completed:09/2022 Inspector Contact: <br /> Drivehead: lok <br /> Pier Depth 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 <br /> 0-5 700 800 900 900 750 800 900 1000 1200 900 800 800 <br /> 5-10 1200 1300 1200 1300 1400 1500 1300 1300 1300 1400 1500 1600 <br /> 10-15 2000 1800 2000 2000 2000 2000 2000 2000 1800 2000 2000 2000 <br /> 15-20 2000 2000 <br /> 20-25 <br /> 25-30 <br /> 30-35 <br /> 35-40 <br /> 40-45 <br /> 45-50 <br /> 50-55 <br /> 55-60 <br /> 60-65 <br /> 65-70 <br /> 70-75 <br /> 75-80 <br /> Final Depth 12' 16' 12' 11' 12' 14' 14' 13' 17' 11' 12' 13' <br /> Deck cc� <br /> CFCR 10 1 U19 1 <br /> + 19 <br /> /4 -1/8 -5/8 3/4 -1/2 <br /> OC <br /> (3)PILES @ 6'-0"OC MAX <br /> -1 r4 '18 <br /> -1 1/4 <br /> LOCATE PILE va <br /> WITHIN 2'0" CFCR /8 -3/4 -1 -7/8 -112 <br /> crac, <br /> FROM CORNER <br /> -5/8 -3/4 -5/8 -112 -112 -112 1 <br /> 112 <br /> LOCATE PILE <br /> WITHIN 4'-0" 1 1 114 -1/4 -1/4 0 <br /> FROM CORNER ==3"Reuse Pile <br /> 0 -1/4 -318 f1=Carbon Fiber Crack Repair <br /> 6'-0" Power <br /> 2 OC MAX ,/z z PROVIDE CFCR AROUND FULL CIRCUMFERENCE OF <br /> CFC 5 COLUMN,MIN 1'-6"BEYOND EXTENTS OF THE OBSERVED <br /> Cra k CRACKING ABOVE AND BELOW. <br /> (5)PILES @ CFCR SUPPLIER TO PROVIDED CONTAINMENT EQUIVALENT <br /> 6'-0"OC MAX 5 -z -1 v4 TO A#4 SPIRAL WITH A 3"PITCH. <br /> THE COLUMNS SHALL BE MONITORED AND A STRUCTURAL <br /> 4 c� ENGINEER CONTACTED FOR FURTHER ASSESSMENT IF <br /> 9 ADDITIONAL CRACKING IS OBSERVED IN THE FUTURE. <br /> 3/a vaF NOTE THAT L120 HAS NOT ANALYZED THE COLUMN <br /> SYSTEM OR LATERAL SYSTEM OF THE PRIMARY <br /> LOCATE PILE xp STRUCTURE AND IS RECOMMENDING THE CFCR ON THIS <br /> WITHIN 1'0" (3)PILES @ 6'0"OC MAX COLUMN AS A PRECAUTIONARY MEASURE ONLY. <br /> FROM CORNER <br /> 1 e <br />