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U <br />W <br />0 <br />O <br />U <br />c <br />0 <br />/ <br />0 <br />/ <br />0 <br />0 <br />Q <br />U <br />/ <br />T <br />C) <br />0 <br />0 <br />0 <br />N <br />/ <br />m <br />0 <br />N <br />I <br />0 <br />0 <br />0 <br />0 <br />N <br />/ <br />U <br />/ <br />E <br />0 <br />U <br />93.17'(RI &R2-HELD) <br />93.09'(M) <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 />_. -7L- <br />_ZZ <br />R3' <br />7PIN--2 050070000300004000^� \ <br />O� <br />h <br />Jno: J. V. I A L. V. 1 <br />(7/20/21) <br />7P N o2 0 0507100300500 <br />1 13/30/221 TJP I KEC I JDE <br />NO. I DATE I BY I CHD. I APPR. <br />MIND 1 /9" RFRAR W/ <br />R1 LOT LINE <br />TPN o2 0 050700 0030060 00 <br />CONSTRUCTION DOCUMENTS <br />REVISION <br />TFN] o2 00607700300300 <br />L I <br />ITS <br />DEP <br />R <br />AVING <br />, <br />S82°48'49"E 444.97'(R1 <br />DRAWN BY DESIGNED BY <br />ASTAWP Tip <br />CHECKED BY APPROVED B) <br />KEC JDE <br />1b%12 <br />J 0 B No.: 2100507 <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" CONIC IE 537.57 (S) _ <br />12" CONIC IE 537.56 (N) <br />CB (10158) <br />RIM 541.79 <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: lcpff <br />AS SHOWN <br />CB (10147) <br />RIM 524.03 <br />4" PVC IE 521.64 (W) <br />4" PVC IE 521.63 (W) <br />12" CONIC IE 521.56 (S) <br />12" CONIC IE 521.46 (N) <br />-OUND PUNCH IN 1-1/2" <br />4SS DISC IN CONCRETE <br />CONTRACTOR SHALL COOR1HN*1E SE. <br />WITH CITY INSPECTOR AND PRZERIM <br />SSMH (10149) ---- kLLET PROTECTION AS WtM§OY <br />RIM 527.74 DOWNSTREAM OF PRO&CT SITE <br />6" PVC IE 517.70 (W) \ <br />�: TB 'B' <br />EL=537.88' <br />ICV <br />N ICV <br />CB <br />(10085) <br />RIM <br />537.60 <br />12" <br />CONIC IE <br />533.61 (S) <br />12" <br />CONIC IE <br />531.83 (N) <br />18" <br />CONIC IE <br />531.78 (W) <br />SSMH (10156) <br />RIM 542.10 <br />8" PVC IE 531.39 (E) <br />8" CONIC IN (S) <br />8" CONIC OUT (N) <br />CTR CHANNEL 531.39 <br />��o �aC!S 1- 4 <br />�`r'�IONAL 8�"t�' <br />Q313112022 <br />LEGEND: <br />- - I PROPERTY LINE <br />LIMITS OF FULL DEPTH PAVING <br />SILT FENCE <br />COMPOST SOCK <br />® STORM DRAIN INLET PROTECTION <br />TBM ' ■ INLET FABRIC FENCE FILTER <br />EL=5, <br />® BAKER TANK <br />© SUMP PUMP <br />FUTURE INFILTRATION CHAMBER FOOTPRINT <br />DRAINAGE SWALE <br />CB (1008" <br />T-1 W/ 7 <br />RIM 528.4 <br />12" CONIC <br />12" CONIC <br />SSMH (10152) <br />RIM 531.16 <br />8" PVC IE 520.69 (E) <br />8" CONIC IE IN (S) <br />8" CONIC IE OUT (N) <br />CTR CHANNEL 520.65 <br />M 530 425) <br />RIM 530.2 <br />�O. 6" CONC IE 2.02 (N) <br />8" CONIC IE IN ) <br />8" CONIC IE OUT (W) <br />B (10084) <br />CTR CHANNEL 521.97� <br />W/ SOLID LID <br />/ RIM 533.11 <br />8" CONIC IE 531.35 (E) <br />12" CONIC IE 527.68 (S) <br />12" CONIC IE 527.65 (N) <br />CB (10083) <br />RIM 532.94 <br />8" CONIC IE 531.34 (W) <br />ICV <br />-ICV <br />LMJ HYUNDAI <br />7800 EVERGREEN WAY, EVERETT <br />I I *! I t to] 1:1, 3 ATM 110,11161 [or,I:1: I Ij M 9 111 1, I: Q1 9611p, I 110,111 a 9 I:1 <br />0 15' 30' 60' <br />1 inch = 30 feet <br />SHEET <br />C1,800 <br />