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93.17'(R1 &R2-HELD) <br />93.09'(M) <br />94.361(C-HELD) <br />794.54(R2) <br />7PN.-2005077000300 00,40F <br />TC 549.93 <br />BC 549.43 (ME) <br />8' CLFNC � <br />TC 550.31 <br />BC 549.81 (ME) <br />TC 551.16 <br />BC 550.66 (ME) <br />TC 552.26 <br />BC 551.76 (ME) <br />/ <br />TC 551.50 ` <br />BC 551.00 (ME),/ <br />0 <br />BC 552.52 (ME) <br />TC 553.37 -� <br />BC 552.87 (ME) <br />U <br />TC 553.73 -� <br />BC 553.23 (ME) <br />y <br />C <br />QJ <br />Q <br />U <br />- <br />T <br />.6 <br />C <br />T <br />S <br />FOUND 1/2" <br />C) <br />CAP "TRP El' <br />0 <br />4 OBS: S. 0.1' <br />i <br />(7/20/21) <br />rn <br />rn <br />m <br />0 <br />m <br />o <br />/ <br />0 <br />0 <br />0 <br />N <br />U <br />E <br />O <br />U <br />1IE <br />S <br />7PN o2 0 0507100300600 <br />1 13/30/221 TJP I KEC I JDE <br />NO. DATE BY CHD. I APPR. <br />TC 547.53 <br />BC 547.03 (ME) <br />7' CLFNC (NE) <br />8' CLFNC (SW) <br />FOUND 1 /2" REBAR TC 547.73 <br />CAP "TRP ENG 331)30547.23 (N <br />0.1' ABOVE GRADE <br />OBS: N. 0.0' X E. 0.1' / <br />(7/20/21) / <br />TC 548.34 -� <br />BC 547.84 (ME) <br />CONSTRUCTION DOCUMENTS <br />REVISION <br />FOUND 1 /2" REBAR W/ <br />DRAWN BY DESIGNED BY <br />ASTAWP Tip <br />CHECKED BY APPROVED B) <br />KEC ME <br />DATE <br />J 0 B No.: 2100507 <br />uv vTv.TT <br />TC 546,21 - - <br />BC 545.78 546- <br />I <br />--i <br />BC 540.49 (ME)J <br />ulA�`; <br />GI <br />TC 540.57 PAINT " <br />BC 540.07 (ME) <br />�FE=545.9' <br />COLUMN <br />TIMBER <br />STEPS 1 <br />4" 11 <br />4" <br />4" <br />4" C <br />CB (11004) <br />OU FRILET543. 95 <br />6" PVC W/ ELBOW <br />IE 54 <br />>- <br />BOTTOM ELBOW 5 <br />2.10 <br />(NO PIPE WEST) <br />1 <br />= <br />1 <br />r <br />z <br />11C��Bnn(20627) <br />60AW"D <br />*STRUCTURE FULL OF <br />Cn <br />DIRT, UNABLE TO ASBUILT <br />rri <br />m <br />SDCO (20590) <br />RIM 545.74 <br />N <br />= <br />PVC IE 542.49 (E) F <br />rn <br />rri <br />• 1 <br />(7 <br />w <br />0 <br />f,9M Call 811 <br />two business days 16015th Avenue, suite 1600 <br />before you dig Seattle, WA 98101 <br />206.622.5822 <br />www.kpff.com <br />SCALE: Iq &f <br />AS SHOWN <br />1 <br />1 <br />TC 549.28 <br />BC 548.78 (ME)I <br />30' INGRESS/EC <br />"I - - <br />1 <br />Vf <br />air4a <br />Q3131 /2022 <br />LEGEND: <br />540 <br />538 <br />PROPERTY LINE <br />SAWCUT <br />CURB / CURB AND GUTTER <br />RETAINING WALL <br />MAJOR CONTOUR <br />MINOR CONTOUR <br />NOTES: <br />1. RAISE EXISTING CATCH BASIN RIMS TO FINISH GRADE PER DETAIL 2, <br />SHEET C4.20, TYP. <br />LMJ HYUNDAI <br />7800 EVERGREEN WAY, EVERETT <br />A :1, 3 111 Z an I F, 3 ' K" =A *411 <br />0 10' 20' 40' <br />1 inch = 20 feet <br />SHEET <br />C3902 <br />