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LEGEND: <br /> CB(10147) . <br /> RIM W Q PROPERTY LINE <br /> 4"PVC IE 521.14 64((W)) - <br /> 4"PVC IE 521.63(W) <br /> 12"CONC IE 521.56( <br /> 12"CONC IF 521.46(NN)) / '• O� LIMITS OF FULL DEPTH PAVING <br /> 6, <br /> /z"- '; SILT FENCE <br /> BETE i <br /> CONTRACTOR SHALL COORDINATE <br /> KITH CITY INSPECTOR AND PROVIDE o`' 00X.... COMPOST SOCK <br /> TI C VA7a1e`c I J,O]) INLET PROTECTION AS NECESSARY - -52s-_` <br /> NITHN VICINITY OF PROJECT SITE � ® STORM DRAIN INLET PROTECTION <br /> 1 2 BMP C120 \ <br /> LANDSCAPE AREAS TO BE T13M ■ INLET FABRIC FENCE FILTER <br /> C1.10 C1.10 AMENDED PER COE EL=5: <br /> POST-CONSTRUCTION Sal / ® BAKER TANK <br /> QUALITY AND DEPTH(TYP) / <br /> © SUMP PUMP <br /> 'o <br /> 93.17' R1&R2-HELD FOUND 1/2-REBAR W/ CHILDRENs sza % /� - DRAINAGE SWALE <br /> CAP H&AI LS 28074"� PLAY EOUIPMFNT 16 .� 0 )n l.O fh,)�if ll if U <br /> c 1'1 <br /> 93.09(M) 0.7'BELOW GRADE <br /> OB N.0-1'X W.0.1' \ y <br /> (7/20/21; <br /> r Oy \0 <br /> TESC NOTES: <br /> I\\` �, �,L.L. L - ONCRETEc <br /> orls STEEL 1. MINIMUM ESTIMATED TEMPORARY SETTLING TANK SIZE IS 87,478 <br /> RIM 53167 RPuP STRUCTURE pMP C22D 4 GALLONS. ADJUST TANK SIZE AND SETTLING TIME AS NEEDED TO <br /> 7'CLFNC(NE) / \ _' _ 1"DIA X 1"TAL CONDUIT \ 6"PVC 530.62(E) <br /> 8 CLFNC(SW> / /' saa _ ` f INLET MEET WATER QUALITY DISCHARGE REQUIREMENTS. <br /> GAS uTlLlr u� 4 <br /> 76�C.-HELD) FOUND 1/2"REBAR W/ / ` PAINT NO TSIGEAL" \ Q o \� \\ \' .5�Z / FENCE QI.IQ T 1 W <br /> L cB(10476) FABRIC °. - CB(10o6_ <br /> 11 <br /> CAP"TRIP ENG 33125" / / a _ __ I \ \ 93.1 7 " \ FILTER / RIM 5 8.,: <br /> 34.54(R2) 0.1'ABOVE GRADE sas- YD(10543) \ (R1&R? LA' CON, <br /> OBS: N.0.0'%E.0,I' / _ - RIM 540.85 <br /> / / I7� \ \ BAKER TANKS AND i <br /> -- (7/20/21) ��-s42 �4"PVC IE s4o.22(w) \ \HELC SUMP PUMP, >' <br /> 6'CLFNC \, SELECTED BY '_r <br /> 470.86'(C-HELD) 470.93'(R2) - - CONTRACTOR <br /> /lf_a S SSMH(1() <br /> �546- FFE-545.9�(10804) > WHERE DOES T S PPM LINE CONNECT? v- 3 -� RIM 531.16 <br /> / COLUMN RIM 545.32 CONCRETE - 8"PVC IE 520.6v(E) <br /> RCB IM(1100) - 4"PVC IE 543.04(N) y\ WALL ?� d�Q-df' �� yp / 8"CONC IE IN(S) <br /> • TIMBER 4"PVC IE 542.57(S / - o BMP C235 \ 8"CONC IE OUT N <br /> / 6' PVC W/EBOW IE 54266(E) STEPS 4"CPR IE 542.37(S 0 f _ COMPO$Te \ CTR CHANNEL 520.65 <br /> / TOP EL8UW 54358 <br /> CONC IE 54220(S '.. y. Ay J Q SOOIC D1.11 . <br /> RIM 5302 <br /> PST /CB(11004) 5"CONC IE IN <br /> 9'CLFNC RIM 543 95 <br /> 1{ OUTLET V� } / �.: / 8'CONC IE OUT(W) <br /> I m FFE-545.8'J - - 6"PVC W/ELBOW.1 542 78(5) +t/ p I CTR CHANNEL 521.97� <br /> BOTTOM ELBOW 542.10 QY "DISABLED / a FV 8(10084) <br /> h ' SDCO -� PARKING" -/I CLFNC 12"CON/ 3 j - W/SOLID UD <br /> 7-3 I�-i,(:;(�,E(()//(l])C1 1;�)fp (C)(;) I CB(20627) CONCRETE (-0 PIPE WEST) 6"DIA. - ' RIM 533.I1 <br /> 10"DIA.STRUCT. ALL 1 STORV MASONRY LL I _ / <br /> �I� B©BOO(/00�7`J3��//©OU ON CONCRETE AB y0 8"CONC IE 531,35(E) <br /> RIM sas 5a a I / COORDINATE c BMP 12"CONC IE 527,68(s) <br /> `STRUCTURE FULL OF SDCO(20590) 7802 EVEI f�EN WAY },. WITH CITY IM 0233 / \ 12"CONC IE 527.65(N) <br /> 8 CLFN v'> I DIRT,UNABLE TO ASBUILT RIM 545.74 EVERETT,WP/98203 / ,v `�;.� i( 5 <br /> // FLAG -INSPECTOR TO 'S3' SILT / CB(10083) <br /> / I TfPW:28G 00300700 6' PVC IE 542.49(E) IDGE=571.7' r Q �T CI.11 <br /> CB(206CI7) FFE=545.8' POLE I DISa{AR( FENCE �x RIM 532.94 <br /> FFE=545 B' t ® (ttP) 1 8"CONC IF 531,34(W) <br /> / RIM 545.39 = 4 SDCO g p CONCRET / BAKER TANKS <br /> RIM s4s.az + WALL } TO SANITARY ICV <br /> 6"PVC IE -19(2 E) 6"PVC S RIDGE=571 2 PA 4'CLLI ICV <br /> / _4' PVC FR,QLA (20601) `SERER <br /> CONCRETE BLOCK SD IE 542.70(W) - <br /> - TT FE=545.D F - / „/ DRAINAGE <br /> 1 AND MORTAR WALL 5° P YD(14445) 544.9' !I GEr <br /> SD ,RAMP RIM 544.49 "yj/ 41 M! -( _ SwALE(TYP) <br /> ffE�=54:1': S OR" <br /> NIA. AREA Q ICV <br /> ..�.. •�•� CB(20 1) - SHUTOFF /PA /�///f�` j��_ 5 . SDMH ) O WITCH / ,. \/ FFE=546.1' RIM 545.34 546.1' URI'� }/ p <br /> 4"CONIC IF <br /> 544.27(E) 01L/ Y'BBAA44FSSEP PAVERS y Ics <br /> \ RTM 54.82 NO PAI IN <br /> 1 STORY MASONRY BLDG 6"PVC IE 543.84(N) ' 0 COLUMN REA OF ALVE�` ,,7.. O <br /> ON CONCRETE SLAB 6"PVC IE 543.83(E) BOTTOM STRUCT 538.51 4'CLFNC T{7 1' $ <br /> "UNABLE TO ACCESS PIPES <br /> 4"PVC IE 543.78(W) 3 6"DT STORM <br /> a &BAFFLES.STRUC WILLL OIDL \\ / /l,./ CB(1016N INLET (,•1.1Q I \ <br /> T-1 STRUCT ID <br /> RIM 52.133 PROTECTION a <br /> •URA E TO (TYP) a I L\ \ I I If <br /> PA \ PEN ST CTURE FIR/ s <br /> y //CONCRETE xp \ <br /> \I CLFNC ' ` RM(1D?20).�Fll�-DEP7N ' \ yp / 4'RCLFNC AISEDPA REC. 0.POWER S4( 40083 ICV <br /> / I I _350 <br /> - 8,.DI IE 545W <br /> BLA 200109070551 LEGAL 5 SID LK ESMT. <br /> I ` 4'CLFNC(EAST) se` s /P 1 REC.N ------0 <br /> CLFNC(WEST) <br /> 95 <br /> \ <br /> FOVND 1/2"RE BAR W/ I I I I I I \ CUSTOMER \ Oy `�' TRIO'B' <br /> 4 CAP"TRIPENG 21410" ' P PARKING") `� Sp EL=537.88' <br /> '- OBS: S.0.1'X E.0.1' RI LOT LINE <br /> 17/20/21) _ .1 T 1 I M�aM s� �" ICV <br /> if[Al t �'J7'JS)JO©n70© 4h4.91 /L- / <br /> Sa2. 444.97 <br /> 484s"E I � I r / V� .� I - MICV <br /> i '(R7) <br /> _ ^0 80' z-� O - �,�h CB(70085) <br /> s� �I p'99 1\ 54 RIM 537.60 <br /> 12"CONIC IE 533,61 (S) <br /> 12"CONIC IE 531.83(N) <br /> J( _ `r 18"CONIC IE 531.78(W) <br /> 30'INGRESS EGRESS ESMT. �° �' \ <br /> REC.NO. 1 9 9 911 01 0 711 FOUND MAC NAIL D <br /> i AMEND.201611140667 / \ <br /> W/LS WASHER / <br /> 16'X80'INGRESS/EGRESS/ HARMSEN INC LS 28074" <br /> UTILITY ESMT. OBS: N.0.1'X W.0.2' \ <br /> REC.NO.199911010711 (7/13/21) �T <br /> CB(10155) ' _sat SSMH(10156) 1Y <br /> RIM 540.92 RIM 542.10 <br /> 12"CONIC IE 537.57(S) P 8"PVC IE 531,39 <br /> (N)O O O 8"GONG IN(S) <br /> IE \ <br /> i 12"CONC 537-56 \ - 8"CONIC OUT(N) <br /> CB(10158) `s CTP CHANNEL 531.' <br /> RIM 541.79 = \ <br /> � 8'PVC IE <br /> CB(10157) <br /> RIM 541.94 <br /> 0 15, 30' 60, <br /> 1 inch=30 feet <br /> 1 3/30/22 TJP KEC JOE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br /> AST/KWP TJP apN EBER LMJ HYUNDAI SHEET <br /> 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 i Call 811 o�� � 7800 EVERGREEN WAY, EVERETT <br /> CHECKED BY APPROVED BY two business days 1601 Sth Avenue,Suite 1600 ' o <br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE before you dig <br /> seatde,wA9sto1 o0 <br /> DATE 206.622.5822 <br /> 11/23 2Q22 wwwlcpff .kpff.com 31T46 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN • <br /> S C A L E: Sop/RecrsTeR�D � <br /> J 0 B No. : 2100507 SsrONAL <br /> NO. DATE BY CHD. APPR. REVISION AS SHOWN 1/23/2022 <br />