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w <br /> H <br /> a <br /> 0 <br /> z <br /> 0 <br /> 0) <br /> w <br /> O <br /> z <br /> o Y <br /> �mN <br /> f Q3� <br /> m - <br /> _oEg <br /> N d <br /> x� `a <br /> O <br /> vJ � <br /> NOTES P•,i 1 w rn <br /> A .ACHI\AM NN-l-F.:A7 POSTS"WST'O S.A.DAl'. Q <br /> S"MAX 1. CATCH BASIN IN SHALL BE REMOVED AT THE S#U?_ F UNI IFHMLY 1 4# 7H-ENDS 7iE I =E4 TO -N- J <br /> S?ECIFGkTION#8-4 3 9;1 Z <br /> END OF THE PROJECT. h..V W F PACKL.F. I. i JPS1 OF TO CF )T 1FN TR'?V W <br /> DRAINAGE GRATE TRIM TORT NAWAI'TF:A7 i N AP:3_N FE k :F Ti FEN a F~- <br /> 2. CATCH BASIN INSERTS ARE ONLYTO BE INSTALLED IN UJ:: I PL1-\'I.A_ W W <br /> DRAINAGE DEVICES PER THE MANUFACTURES'S ^,R FA T.ARI\C 2 PE -CRM MAI\T A E:N ACC RCA J O <br /> RECOMMENDATIONS.CATCH BASIN INLET INSERTS f ASH Y I:GOI-.C1,_"h +:S7OI SIAN7kYU,L_I--_AI I NS u i1:;,31A <br /> GRATE FRAME SHALL BE INSTALLED IN CURB INLETS. POST EVE3.Y�':N C C.• AN-R-C73(15;. w 1 1 1 <br /> OVERFLOW BYPASS W d L,LI <br /> BELOW INLET GRATE 3ACKl;P 51iPA7R.T Q <br /> C9 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO R. SFI I'=s Sikl N=VFR's=FkifD NICrJ•J SF.';SEDIMENT DEVICE CLEARING AND GRADING ACTIVITY,OR UPON OR SUMrL AT: KS IF ES APE A.EC IN <br /> CI AND DEBRIS PLACEMENT OF A NEW CATCH BASIN. <'= 1 rV R SI NIP F A HF :F 1 V N 1:TO W . ` <br /> FILTERED WATER .<-II I F)& �� 3EFE:N TALL 71-ILES FE'JSE Af P VET. U V <br /> SF I. "61H411F SYL(?NE <br /> OI 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT 7VFA:E-' ��6/6(i.INCRABE z r^ <br /> WHEN IT BECOMES ONE THIRD FULL OR IN N T V.!_L G_OTEgT LE d/ 4. hN_k I FENC.N Fk..r.LLE_ C MAPPED Q V J <br /> of ACCORDANCE WITH THE MANUFACTURES' 1 IX'N N TEN L__TRENGl-H, <br /> L:/--Aj UIEL• h J--LIP" of (Z' <br /> INSTRUCTIONS. FzONy \ ~ <br /> -."•-'�\ s, B..FIh EX/• =1 Ft-41VI2E7 L.'9.NG I O <br /> M --HF f N.,. � )D l=h1CH F 11 CH SF.: <br /> tr S. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY c=A>I E A-.CS617 Ti-:;FFkCE CLL �IWS LL <br /> w REMOVING THE INLET INSERTS,EMPTYING,AND '- <br /> z RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT .�' '�^ ) - ECI:'V ON IC•AJ I F::LN RAIN`' CWS, N <br /> WASH SEDIMENT INTO STORM DRAINS WHILE CCK CT.CN FLJ_`BE ADEQUATE P2 YEN7 V <br /> T„K'�ff^.'-FX-:I..F LN',Lk-L II N::4-1;'WS. <br /> CLEANING. 'N T=.=N::J I <br /> w JACK:,F 5LFPUIII <br /> Z 6. SIZE THE BELOW INLET GRATE DEVICEBIGD)FORTHE ,(, <br /> C9 STORM WATER STRUCTURE R WILL SERVICE. 'p= L ..CX I_L HSTrlfJC- y``.y fTYP;CA:; <br /> "A�\DAA D CTICA-'I'3\ / \\OA ST �ST <br /> L � `s (TVP'--'� THE CONTRACTOR SHALL BE FULL, <br /> wwo 7. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF N s-":om 9-3!'!Ll)'.A°"` I <br /> p SYSTEM OVERFLOW BYPASS). RESPONSIBLEFORF ALLOCATION EXISTING <br /> AND <br /> PROTECTION OF ALL EXISTING <br /> ¢ SECTION VIEW ( I UTILITIES AND SHALL VERIFY ALL <br /> O 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF ? I // UTILITY LOCATIONS PRIOR TO <br /> j THE BIGD WITHOUT SPILLING THE COLLECTED i,et �� V / } CONSTRUCTION BY CALLING THE: <br /> ¢ MATERIAL r'f PICAIL INSTA..-LAf.?IaI ID.;TA.IL �� // S"f^� =A4R'C UNDERGROUN110CATE LINE: <br /> 9. PERFORM MAINTENANCE INACCORDANCE WITH i <`•"�� U-01;XI L_' A MINIMUM OF 46 HOURS PRIOR <br /> RETRIEVAL SYSTEM STANDARD SPECIFICATION 8-01.3(15). :TYPICAL) <br /> TO ANY EXCAVATION <br /> m TYPICAL I NSI'AL_IViCKLF%IPO tiI FUR I <br /> p 7HF CF.?FX'I_F SFF.STANDARD <br /> Q 10 <br /> DRAINAGE GRATE i SPLC:'-ICKIIUAS'-CHUN8.01.3(S)A l 1 // I ,1�EDWI <br /> � 7� •+,F a;.�.,G� I I� v�of wn�,J1l�'G <br /> S>I::FD-FWF SF.C?I04 SHAI_BF C..OSF=K DUGH TOG-rHF.R �m <br /> Y'•'c4- -C FREVEVT SILT 1AXN WATER FROM ESCA?I\G THRSLlGH 7HE <br /> m �E 4 CtY' F{{FKf�::CF.ATTFF OVMIA'7. <br /> Q $ $ .S4'It.�.F DF AN AF Rf 9120o 9 ,rWWY <br /> N £S GISTERE G� '�/ <br /> w WSOOT STD PLAN I-40.2G-00 ACCEPTABLE SUBSTITUTE IF g / I/ 'Y=11:AI SIIJ -=\CE ViSDC:S F:,.POST <br /> R--I..IR2 ri:C.-'rTADLL 5Up#T1FSI[ SJONAL E� 4Jv <br /> 4 BELOW INLET GRATE i/// ?Xy;FF'-STF°;.POST a=;1;;IRFR <br /> MAINTENANCE MEETS NOTES 1-5 0 - W Ti RAC a.>SU+FO'?7 <br /> 3 DEVICE OVERFLOW BYPASS - a V <br /> TYPICAL CITY OF EVERETT ti p� J)" <br /> o o�G�`� S1s<'�IF I _ >� f_r III it I_�'%j[°n Ls_ry JOB NO.: R31307T <br /> PUBLIC IWORKS EDEPARTMENT DATE: 04/13/2022 <br /> ^ s 12/30/2016 �� "' cs!1'ag DESIGNED:D.BAGLEY <br /> m as ISOMETRIC VIEW STORM DRAIN INLET l P1f 7fdAfJY S LI G'FN:E alI DRAFTED: A.PETERSEN <br /> o of 210 CHECKED: B.DUNNING <br /> _ IRE PROTECTION ) <br /> o SCALE: NTS <br /> If <br /> 0 7 DRAWING NO. <br /> C2.1 <br /> N <br /> v = SHEET: 4 of 10 <br />