1427 100TH ST SW 2025-03-03 - Laserfiche WebLink

LU e o JY a d _ N E° N a 3 _N d 7 Oc`7 > N W N O 3 �2 Z _T m O C1 rn 0) UU W 6 Z o Y �mN m�LL f Q3� m - _oEg N d x� `a O 00 vJ NOTES P•,i 1 w rn A .AC 11\AM NN-1-F.:A7 POSTS"WSPO S.A.DA•1'. Q MAX 1. CATCH BASIN IN SERTS SHALL BE REMOVED AT THE SSU?_ I-UHI I FNMLY 1 VS TH EN7 TAE I' =Ei T' -N- J S?ECIPCATIONS M 3 9;1 Z END OF THE PROJECT. 1 ..,V W F PACY.LF. I. i JP�I OF TC CF )T 1FN TR'?V LL1 DRAINAGE GRATE TRIM TORT NA WAI'TF:AT, i N fiP:7;;N FE r :F Ti FEN a F~- 2. CATCH BASIN INSERTS ARE ONLYTO BE INSTALLED IN UJ:: I PUI_\'I.A_ DRAINAGE DEVICES PER THE MANUFACTURES'S C3 FA TARI\G 2 PC -CRM MAINT A E:N ACC RCAJ '"'H O RECOMMENDATIONS.CATCH BASIN INLET INSERTS IASH_V GvOI_.[I,=',C +:S)UI SIAN'AFU,L J--_AI 1 NS u 01:;,3'c GRATE FRAME SHALL BE INSTALLED IN CURB INLETS. POST EVE3.Y�':N C C.• AN-R-C73(15;. w 1 1 1 OVERFLOW BYPASS W d L,LI BELOW INLET GRATE 3A,C;P 51'PAWT Q C9 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO 3. SFI4'=s Sikl N=VFfi"s=FAifD NICrJ•J$P SEDIMENT DEVICE CLEARING AND GRADING ACTIVITY,OR UPON CR SUMrL AT: NS IF ES APE- A.EC IN p AND DEBRIS PLACEMENT OF A NEW CATCH BASIN. ;'= 1 rV R SI f 1i'F A HF :F 1 V N I:TC W . ` FILTERED WATER .<-IIIF)& ia? 3E RE:N TALL 7L ILES FE'J SE AP P VET. ) V SF I. "61HG[IF SYL(?NE OI d. SEDIMENT SHALL BE REMOVED FROM THE UNIT )VPAC E7 SE Z r^ t° WHEN IT BECOMESONETHIRD FULLOR IN N T V.!_L G_OTEgT LE d/ 4. hN_A I FEN11 F4..r.LLE_ C MAFPGB Q V J of ACCORDANCE WITH THE MANUFACTURES' 10.MNTEN L__TRENGl"H, L:/--A�LI:.lL• h J--LIP W INSTRUCTIONS. FzONy \ ♦— ~O -."•-.'�\ s, B..FIh EX/• =1 Ft-41VI2E7 L.'9.NG LLI M HF C N.,. � )D l=h1CH F 11 CH SF.: 1 1 a: S. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY c=A>I E k-.CS617 Ti-:;PEACE CLL OIWS L.L w REMOVING THE INLET INSERTS,EMPTYMG,AND '- z RE-INSTALLING ITINTOTHE CATCH BASIN.DO NOT ?' '�^ ) - EC•AJ-'ION IC•AJI '-CEN RAh N-- N::WE. N WASH SEDIMENT INTO STORM DRAINS WHILE CC CT.CN FL J_`BE ADEQUATEF2VEN7 V S„F"ff. "F=:":I..F Lff:lHl:IIL N::-LUWS. CLEANING. 'N T=.=N::J 1 w a ��r JACX:,F 5LPPUIII Z 6. SIZE THE BELOW INLET GRATE DEVICE(eIGD)FOR THE ,(, C9 STORM WATER STRUCTURE R WILL SERVICE. 'p= L LX I_L H SI' rLfJC- y``.y fTYP;CA:; —AND D CFIfA"'I'f: / \\\yOA ST___P�ST L `s IT'p cA THE CONTRACTOR SHALL BE FULL, p 7. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF N s-""'N 9"3!'!Ll)'.A3"` I p SYSTEM OVERFLOW BYPASS). RESPONSIBLEFORTHELOCATION EXISTING AND PROTECTION OF ALL EXISTING ¢ SECTION VIEW ( I UTILITIES AND SHALL VERIFY ALL O 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF ? I // UTILITY LOCATIONS PRIOR TO THE BIGD WITHOUT SPILLING THE COLLECTED i,et �� V / } CONSTRUCTION BY CALLING THE: ¢ MATERIAL Tf PICAIL INSTA..-LA UI�I ID.;7rA.IL �� // S"Alx6 =ARR'C UNDERGROUN110CATE LINE: 9. PERFORM MAINTENANCE IN ACCORDANCE WITH i <`•"�� 8i-01-XI Ld; A MINIMUM OF 48 HOURS PRIOR RETRIEVAL SYSTEM STANDARD SPECIFICATION 8-01.3(15). (TYPICAL) TO ANY EXCAVATION m TYPICAL iN51'AL IV.CRLH SL'PUTH FUR � I p THE CF.?FX'I_F SFF.STANBARD Q 10 DRAINAGE GRATE SP1C:'-1CAILDA$;-CHUN8.01.3(S)A l 1 // � 7� •+,F a;.�.,G� I I� v�of wn�,J1l�'G S>I::FD-FWF SVCTIO.V iHAI_BF C..OSF=r OUGH TOG—rHF.R m Y'•'c4- TC FREVEVT SILT 1 DCN W A7ER FROM ESCANING THROUGH 7HE m �E 4 CtY' F{{FRf�::CF.ATTFF OVMIA'7. Q $ $ .S4'It.�.F DF AN AF Rf 9120o 9 ,rWWY N £S GISTERE G� '�/ w WSOOTSTDPLAN I-40.2G-00 ACCEPTABLE SUBSTITUTE IF g / I/ 'Y=11:AI 511J -=\CE WSDC:SID'IVN'-36.1;;-:2,i:C.-'rTABIL SUpjrlsrL SJONAL E� 4Jv 4 BELOW INLET GRATE i/// ?Xy;FF'"STF°;.POST aF:I;;IRFR MAINTENANCE MEETS NOTES 1-S 0 — W Ti RAC a.>SU+FCI'?T 3 DEVICE OVERFLOW BYPASS - a V TYPICAL CITY OF EVERETT /ti 4 p� J)" o o�`�`) S_B1s<'1F T _ �w >� f_r �I�L �_�'%��°nSl JOB NO.: R313078.01 PUBLIC IWORKS EDEPARTMENT G /M ///Q� G`P9 -7L'iti') =3k'1 CvCFrG+1Rv1�;)L>'C`�- DATE: 04/13/2022 ^ s 12/30/2016 DESIGNED:D.BAGLEY m asISOMETRIC VIEW STORM DRAIN INLET l P1f 7 dsxfJY S LI G'€N:[ alI DRAFTED: A.PETERSEN p of 210 I CHECKED: B.DUNNING _ PROTECTION ) a o SCALE: NTS 0 7 DRAWING NO. C2.1 N v = SHEET: 4 of 10