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U LEGEND: <br /> CB(10147) <br /> 4"PVC IE 52164(W) / 4 -- PROPERTY LINE <br /> 4"PVC IE 521,63(W) <br /> 12"CONIC IS <br /> 521.56(S) /'' o/ 540 MAJOR CONTOUR <br /> 12"CONC IE 521.46(N) g <br /> FOUND PUNCH IN 1-1/2" �. 538 MINOR CONTOUR <br /> BRASS DISC IN CONCRETE <br /> MONUMENT IN CASE, <br /> os BELOW RIMoOG' j STORM DRAIN PIPE <br /> SSMH(1 o1 a9) (7/14/214/21) <br /> RIM 527.74 -526--- <br /> 6"PVC IE 517.70(W) /•• CONCRETE INLET/CATCH BASIN, TYPE 1 <br /> 8"PVC IE IN(S) / <br /> 8"PVC IE OUT(N) (>Q ICV <br /> CTR CHANNEL 517.59 CB(10150)RIM 5"44 O�+/ 'BM O CATCH BASIN, TYPE 2 <br /> 52fi.7q(S) EL=5, <br /> F`26.69(W) <br /> CONNECT WALL ',26.60(N) h_ _I BIOPOD(BPU-412) <br /> 7 $ OIL-WATER DRAINAGE TO '10151) 0 <br /> cj 5z9.22 <br /> eR-TANK C4.22 C4.22 SEPARATOR CATCH BASIN 72 (2 o 00 R-TANK (HD DOUBLE+MINI) <br /> C4.21 FACILITY (�_66D) _ - - <br /> 93.17 R1&R2 FOUND i/2"REBAR W/ CHI DRENS WA HER SIETW)- <br /> 528- <br /> -HELD) I - -( CAP H&AILS 28074 (PLAY EOUIPV.I 6 A ��� CONCRET OIL WATER SEPARATOR (CPS 660) <br /> 93.09 M 0.7'BELOW GRADE 1 _1E OBS: N.0.IE X \ <br /> ( ) 08 N.0.1,x W.0.1' C4.22 C4.1O (�-41218) w. '.X 000 ° <br /> (7/20/21)/i ° (7/15/21) A <br /> NOTES: <br /> CONCRETE 1. RAISE EXISTING CATCH BASIN RIMS TO FINISH GRADE PER DETAIL <br /> TREE,SEE LANDSCAPE T INLET C4.20/ 3, SHEET C4.20, TYP. <br /> 7'CLFNC(NE) 1 PLANS FOR DETAIL(TYP)- -. _ _ -scNAlIT <br /> B. <br /> CLFNC(SW) \ O S e CB(IDo 2• STORM DRAINAGE PIPE SHALL BE CPEP WITH SMOOTH INTERIOR <br /> )6((`-HELD) FOUND 1/2"REBAR W/ I PAINT NO <br /> CAP•TRP EN 331zs" • __ J0 EAsr - - T 1 w/ PER DCSS 4-2.3(1) UNLESS NOTED OTHERWISE. <br /> )4.54(R2) O1'ABOVE CRACE 54,�- T I RIM 518< <br /> ° E zi ;/ I 6 { i S 41 2 12"'ON 3. REFER TO SHEET CO.10 FOR CITY OF EVERETT STANDARD NOTES <br /> + 4 CATCH C4.20 <br /> _ 1 _ I ? BASIN,TYPE <br /> FOR STORM DRAINAGE. <br /> -- - _ 2 SOLID 4 / <br /> _ <br /> LID,TYP C4.20 / <br /> -546 S45.9 CB(10804 <br /> / n <br /> / WMN RIM 045 N <br /> / CB(44.03 PVC IS 54304(N; e <br /> RIM 544.03 �d Q - CATCH BASIN,• TIMb_r. -'PVC IE 542.57(5 I O <br /> 6"PVC W/ETOW IE OW 54 (E) STEPS CPP IE 542.37(S S / / TYPE 1 C4.22 <br /> i 70P ELBOW 54358 <br /> CONNECT WALL \ <br /> / GA TE / / �• r.l <br /> DRAINAGE TO / \ <br /> / / •.// 'PST � EXISTING CATCH <br /> / 9'CLFNC OUTLET I;,_ _ _ _ 1 4 9 BASIN(TYP) j <br /> / FFE=s45.8' BOTT-M ELBVW 542.10 - - L..:ABLE Q/ 8 <br /> CONCRETE (NO ST) -F PARKING" f.LF '12"C IE IN <br /> 1 ( 10"DIA STRUCT ALL ILI�U�`J�yQI� i ON CO CRETf.-LAB 4 I 12"C CIE 3. <br /> RIM FULL OF <br /> 545.54 7802 EVERC EN WAY (i <br /> \P 1 <br /> a I •STRUCTURE SDCO(20590) �., 4 - <br /> 8•CLFI h ( DIRT,UNABLE TO ASBUILT RIM 545.74 EVERETT, 98203 P 532 5'4(E: <br /> / 1 7PN:2805� 00300700 6"PVC IS 542.49(E) FFE=54.8' GE=571.7 AC, 1 <br /> -0117 <br /> CB(2mi:V) / FFE=545.8' ./ DAI _ <br /> k <br /> - SDCO IS <br /> O 6"PVC IE 544RIM.43'�E)• 82 65 o Y1' SIGN <br /> '4' PVC FRQM�Cg'(20601)� 6" WPVC RIDGE=5712 \A 4''I E7 / <br /> CONCRETE BLOCK SD- 70( ) <br /> • FE=545.8' FEE- <br /> CONCRETE <br /> Q yti 1 1 AND MORTAR WALL SO IE 542.SO RAMP YD(20545) 544.9' h'_ h �. <br /> RIM 544.49 .27 CONNECT WALL <br /> 10"DIA. AREA DRAINAGE TO <br /> o .. .. <br /> ' T• " DRAIN ® EXISTING CATCH <br /> CB(20 1)... - SHUTOFF PA BASIN \ <br /> FFE= 46.0 FFE=546.1' RIM 545.34 546•,1• S/HU Q ) SWITCH <br /> / •/ 4"CONIC IF 54427(E) OIL/W4V, E�EP O PAVERS ® �Q <br /> R M 54.82 O A A �� \ <br /> / COLUMN q LFNC REA Al �! <br /> / \ ON CONCRETE SLAB 6'PVC IE 543-83(E) 'UNABLE TO ACCESS PIPS <br /> [\\ 4"PVC IE 543.78(W) <br /> d &BAFFLES.STRUCT FILL D <br /> WILL L T-1 STRUCT / ID <br /> CB(20220) // _ V -QIFNC R\ P006 SM I(.RIM 547.32 <br /> \ \ <br /> / \ J <br /> 8"fI IF 4`04(N) �,. >-580- 5K111051,LEGAL F (EAST 00' <br /> SQ � <br /> P <br /> I ,pi. <br /> 1 L "CUSTOMER iE <br /> • <br /> _ _ __1 A PARKING" <br /> 'lam Ng29 ° I I M-__ kph M TREE,SEE LANDSCAPE / <br /> �a9 RS�I' ' 7-- _ 542 PLANS FOR DETAIL(TYP) / <br /> Sa2'48'as•E 4 T -a <br /> _ 44.97'(RI) 15' <br /> � <br /> 30-INGRESS/EGRESS ESMT.y � - \ <br /> o REC.NO,01611999114 06 6 7 FOUND MAG NAIL - <br /> i AMEND.20/611140667 \ <br /> W/LL WASHER <br /> 16'X80'INGRESS/EGRESS/ "HARMSEN INC S 28074" <br /> UTILITY ESMT. OBS: N.0.1•X W.0,2' <br /> REC.NO.199911010711 (7/13/21) \ <br /> CB(lolls) -8q2 •�SSMH(10156, <br /> RIM 540.92 _ F'IM 542.10 <br /> 12"CONC IE 537.57 ES)O P / PVC IE 531.39 <br /> i CONC IN(S) <br /> 12"CONIC IS 537.56(N) \ <br /> CB(10158) S \ CONC OUT(N) <br /> RIM 541.79 \ TR CHANNEL 531. <br /> 8"PVC IS 538.78(E) <br /> Ce RM(54197) <br /> 0 15, 30' 60, <br /> 1 inch=30 feet <br /> 1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br /> AST/KWP TJP apN 6BEh LMJ HYUNDAI SHEET <br /> e 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 * Call 811 o��4a°``�d/��oq� 7800 EVERGREEN WAY, EVERETT <br /> CHECKED BY APPROVED BY two business days pff 11011111 Avenue,suite 16M <br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE before you dig Seattle,wA9eia1 <br /> DATE 206.622.5822 <br /> 11/23 2022 www.kpff.com C4.00 <br /> 31745 OVERALL STORM DRAINAGE PLAN <br /> SCALE: 9opeRecrsTeR�°�v�� <br /> 9g/ONAL�° <br /> NO. DATE BY CHD. APPR. REVISION J 0 8 No. : 2100507 AS SHOWN 1/23/2022 <br />