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W <br /> H <br /> Q <br /> O <br /> D <br /> 1 <br /> Ir <br /> z <br /> Z <br /> E <br /> r <br /> N$ <br /> 03 <br /> NEl <br /> 08� <br /> N <br /> O <br /> N <br /> W <br /> NOTES R Gl S covJ rn <br /> A Ar4ItAM J l71-A` POST SI;%vsr '"=.:rr.I w H Q 0 <br /> S"MAX 1. CATCHBASIN INSERTS SHALL BE REMOVED AT THE SSJ -1'4HI ISI UL" `Sf EOFIC:TIL1 8G:3.9; 1 _ 1- ENNOF THE 511 FENCE TOP N7 L Z J <br /> END OF THE PROJECT. F G Y T FA HlF // I. �' JPSKOFF TO RP0NT n I.AFir miN I— LU <br /> DRAINAGE GRATE TRIM ORT:NAAA TI:4' NE FB OS OF Ti FEW Q <br /> 2. CATCH BASIN INSERTS ARE ONLYTO BE INSTALLED IN 1 y 1 IA- // W W <br /> DRAINAGE DEVICES PER THE MANUFACTURES'$ r RrAiRIf T_ARltf \ / 2 -.."C Phi MAENTEIXAYCE IN ACCCRDANCE W[7H O af <br /> RECOMMENDATIONS.CATCH BASIN NLET INSERTS TA I / SIEN S I Xl d- `V I I SYI AW SI%WYI.A TV,Y•6 iifi J i;A <br /> GRATE FRAME SHALL BE INSTALLED IN CURB INLETS. POST E`E Y N AN_R I '15 <br /> OVERFLOW BYPASS ' W a W <br /> BELOW INLET GRATE BACK:PT_PN?RT Q <br /> UJ <br /> (7 3. CATCH BASIN INSERTS GRADING <br /> BE INSTALLED PRIOR TO fI I'- y Y IFR 3 P s fEG PE r SF I <br /> SEDIMENT DEVICE CLEARING AND GRADING ACTIVITY,OR UPON z.rU TLL kT fi.IF CG AP.0 LCK:A DIN <br /> o AND DEBRIS PLACEMENT OF A NEW CATCH BASIN. `"Z- ::R L F l n., F F F AAY rl T TO LD Co <br /> FILTERED WATER ZWPAL IE& '� RE N T u L JIEi HE W;f AP R C 1E_. Z U <br /> UI 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT 6 (NIN IFc F r cH= <br /> WHEN IT BECOMES ONE THIRD FULL OR IN NAI. .-1:L�` / - 4 ! 4_1 I FEN N FA ALLE MAFP_.. Q <br /> ACCORDANCE WITH THE MANUFACTURES' 120rWN EN -PENG-F, Ch IOU Uh. <br /> o INSTRUCTIONS. 6/ LV;As LL2U LL 1 1 <br /> m 61 NI..IZE IX L'.3;W Z O LLJ <br /> ¢ 5. SEDIMENT REMOVAL SHALL BE ACCOMPUSHED BY il UJ <br /> NA U!\U O <br /> Hf 1 Nl1�A:+'vTI IF I�. � <br /> Ill REMOVING THE INLET INSERTS,EMPTYING,AND ASI:EA D MDOTi RFACE FOLL{p/II•i L.L <br /> U <CAr410410 AVr:l., i UM 11A 1.PA r,- <br /> Z RE-INSTALLING IT INTO THE CATCH BASIN.00 NOT -_ --- N <br /> WASH SEDIMENT INTO STORM DRAINS WHILE C Vt CrCNF:J"'BE FPEOU-TE':D RR_EN' 7 <br /> F <br /> CLEANING. �''.•k". -FX:1,- I..rJ:TR•.l:l.l..'J!--I r:,++.:; <br /> J 7�"VC,I <br /> i6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE a �� / <br /> 0 STORM WATER STRUCTURE R WILLSERVICE. u? / "+�• T'.TOSI I—JAC1,11(CA11111M. <br /> E":LX L RSIL.ILTJi_ �q\ TYPICAL] <br /> LU �? i t!J'N 9-3 l(I).-f'N9-b Y \'J IT P'•-� THE CONTRACTORTHE LOCATION <br /> BE FULLYAN <br /> ❑ 7. THE BM(OVERLL FLOW <br /> E ABY BUILASS).IN HIGH-FLOW RELIEF pl L L \ RESPROTECEFORTHELEXISTI NAND <br /> ❑ SYSTEM IOVERFLOW BYPASS). PROTECTION SHALL <br /> H LLLERIFY G <br /> SECTION VIEW UTILITIES ANDATIONSPRIOR ALL <br /> O <br /> O 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF -� w�? UTILITY LOCATIONS PRIORTO <br /> CONSTRUCTION BY CALLING THE: <br /> ❑ THE BIGD WITHOUT SPILLING THECOLLECTED <br /> MATERIAL - F \ / 4 UNDERGROUND LOCATE LINE: <br /> TY?I:aI IINSUA..'I_,V-r: V ID:-.1Ft,I J � ce9 Ptga C. 811 <br /> 0 9. PERFORM MAINTENANCE IN ACCORDANCE WITH /��CN`r- ;tl:Ull_XI'L'. AMINIMUM OF 48 HOURS PRIOR <br /> 2 RETRIEVAL SYSTEM STANDARD SPECIFICATION 8-01.3(15). (TYPICAL) <br /> m TYPICAL TO ANY EXCAVATION <br /> yl I M:I AL_BA,CRLF SU%VU',41 WkIA 1 I/ <br /> DRAINAGE GRATE SF H'F FI ILA ICI to.f NBA..j(I: <br /> 1 <br /> \ 1✓l�/ 0�' � III v�U> SJiYO� <br /> P9'�/" S'I KFOI"FT9:.f:SFCfL`lNSSXAI,.RF{iARF'RO4KX TOTiFTXfR <br /> gg / 0 >:• f TL`PREVENT SILT LIOEY WATER FROM ESC4'ING-F:Rsu3117h:E 8:X <br /> LU € g t: rFNCF.AT fllF OVMA' � <br /> ti 9 1 i ,./R y, <br /> F $ 5 IIC .TipL"•�7kC-+41L qE eiaao 9 �`° <br /> N �. i°8y GISTERf'Gti v <br /> W WSDOT STD PLAN I-40.2G-0O ACCEPTABLE SUBSTITUTE IF $ '� I/ rycICN,$Ill TVCE WSD-SfD?UWI.70.1v-i2 ACCI:PTAL'LL4J'2a'TITl JI SJONAL \'IJv <br /> > o BELOW INL_._TE _ FJICFFTSTFA)PCAT TFO111RFD (k <br /> MAINTENANCE MEETS NOTES 1-S ,. / / W Ti P.ACKIJ>SIJPRryTT <br /> n OVERFLOW BYPASS DEVICE <br /> K TYPICAL <br /> CITY OF EVERETT //��� JOB NO.: R313078.01 <br /> LaRgre7:T. r:n. <br /> gR - PUBLIC WORKS DEPARTMENTS \ M/ Y y DIEW',�.JTPSIL+(o`7 DATE: 04/13/2022 <br /> w..: a:•.. .....E Bs" o-+ `tB_: DESIGNED:D.BAGLEY <br /> 12/30/2016 d� i <br /> a^S ISOMETRIC VIEW DRAFTED: A.PETERSEN <br /> m� 3 �STORM DRAIN IN LET wp" TP:7Ht?6AItr'S_IL[1ENC:E �11�• <br /> ❑_w F$ PROTECTION r210 -@ CHECKED: B.DUNNING <br /> SCALE: NTS <br /> a❑ <br /> o j DRAWING NO. <br /> a C2.1 <br /> G <br /> i SHEET: 4 of 10 <br />