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1IE <br />o <br />93.17'(RI &R2-HELD) CAFOUND 1/2" REBAR W/ <br />P H&AI LS 28074" <br />9 3.09' (M) 0.7' BELOW GRADE <br />7' CLFNC (NE) <br />8' CLFNC (SW) <br />>6'(C-HELD) FOUND 1/2" REBAR W/ <br />CAP "TRP ENG 33125" <br />)4.54(R2) 0.1' ABOVE GRADE <br />OBS: N. 0.0' X E. 0.1' / <br />(7/20/21) <br />7PNo20005007700003000040000. <br />C, <br />UdS ): J. U. I A L. U. 1 <br />(7/20/21) <br />'rpN o2 8 050710030 00600 <br />3/30/221 TJP I KEC I JDE <br />DATE I BY I CHD. I APPR. <br />R1 LOT LINE--"- <br />'rp�] o� o O�O�llO 003000�00 - N 2°48 49" 4 4.9 ' <br />S82°48'49 , - _ <br />444.97'(R1) <br />CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br />A6"WP T4pjP <br />CHECKED BY APPROVED B7 <br />KEO? ME <br />DATE <br />REVISION J 0 B No.: 221DOW77 <br />TP M o 2 0 0507700300300 <br />30' INGRESS/EGRESS ESMT. <br />REC. NO. 199911010711 <br />AMEND. 201611140667 <br />16'X80' INGRESS/ EGRESS/ <br />UTILITY ESMT. <br />REC. NO. 199911010711 <br />---. ... _.. (7/13/21) <br />CB (10155) ------- <br />RIM 540.92 <br />12" CONC IE 537.57 (S) _ <br />12" CONC IE 537.56 (N) <br />CB (10158) <br />RIM 541.79 P <br />8" PVC IE 538.78 (E) <br />CB (10157) <br />RIM 541.94 <br />• 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 />SSMH (10149) <br />RIM 527.74 <br />6" PVC IE 517.70 (W) <br />/. TB 'B' <br />EL=537.88' <br />ICV <br />r <br />pQ ICV <br />CB <br />(10085) <br />RIM <br />537.60 <br />12" <br />CONC IE 533.61 <br />(S) <br />12" <br />CONC IE 531.83 <br />(N) <br />18" <br />CONC IE 531.78 <br />(W) <br />SSMH (10156) <br />RIM 542.10 <br />8" PVC IE 531.39 (E) <br />8" CONC IN (S) <br />8" CONC OUT (N) <br />CTR CHANNEL 531.39 <br />air4a <br />Q3131 /2022 <br />CB (10147) <br />RIM 524.03 <br />4" PVC IE 521.64 (W) <br />4" PVC IE 521.63 (W) <br />12" CONC IE 521.56 (S) <br />12" CONC IE 521.46 (N) <br />FOUND PUNCH IN 1-1/2" <br />BRASS DISC IN CONCRETE <br />MONUMENT IN CASE, <br />0.5' BELOW RIM <br />(7/1A/?l1 <br />B (10084) <br />W/ SOLID LID <br />RIM 533.11 <br />8" CONC IE 531.35 (E) <br />12" CONC IE 527.68 (S; <br />12" CONC IE 527.65 (N, <br />CB (10083) <br />RIM 532.94 <br />8" CONC IE 531.34 (W) <br />ICV <br />-ICV <br />LEGEND: <br />C 540 <br />TBM ' 538 <br />EL=S,' <br />CB (1008.' <br />T-1 W/ T <br />RIM 528.4 <br />12" CONC <br />12" CONC <br />SSMH (10152) <br />RIM 531.16 <br />8" PVC IE 520.69 (E) <br />8" CONC IE IN (S) <br />8" CONC IE OUT (N) <br />CTR CHANNEL 520.65 <br />SSMH 10425) <br />RIM 530.2 <br />6" CONC IE 2.02 (N) <br />8" CONC IE IN ) <br />8" CONC IE OUT (W) <br />CTR CHANNEL 521.97� <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 />AI a K <br />R, 3 111 an W, 3' L, �11' 710 in'T, 3 11 M I 10 <br />0 15' 30' 60' <br />1 inch = 30 feet <br />SHEET <br />C3900 <br />