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HomeMy WebLinkAboutR-419007AS AS MQ LL W J O DocuSign Envelope ID'. 6EECF566-602A-0E4A-8436 A31IAA638878 SECTION VIEW ISOMETRIC VIEW NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. NOTES: 1 PROTECTION SHALL WE OBTAINED FOR ALL FUELS DRAIN INLETS DOWNSLOPE AND WITHIN NO FEET OF A DISTURBED OR CONSTRUCTION AREA UNLESS THE RU HOFF THAT CONTRA THE CATCH DAVID WILL BE CONVEYED TO A SEDIMENT PART OR LUCK THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER DUMB AIDE ACRE SIDE THE BELOW INLET ORATE DEVICE BED) FOR THE siatMWAIER STRUCTURE ITV THE FIND VE A BUILT IN HIGH FLOW TEM THE ARTS Era SYSYSTEM MUST wiow REmwuBOFFTHE Son wmaOUT oeuma DUE PERFORM MAINTENANCE IN ACCORDANCE Wrtry SHUDDERS SPECIFICATION Sre CUT MY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SUDDEN STORAGE THE OLVER MEDIA FOR THE INSERT SHALL BE CLECANIN OR REPLACED AT L P" Fo.STD. PLAN 9/28/0 (TRIPUBLIC WORKS [ETCH BASIN INSERT A 9/28/2016 I DEPARTMENT GAZ NITS :45 AI f E Call 811 two business days N before you dig No DocuSign Envelope ID: 6EECF5B6602A-0E4A-8436 A31)AA6388)8 LEVEL BYTTOM MARY 1z•MIN �rMixee>AC�RO>a+mPts� NOTES: 1. COUNINTONEOAu:N ill THE TOP Or ALL SUNNI IN EXCESS OF 3"IV AND WITH HONE THAN AT FEET OF VERTICAL R[u[F312 AT INTERVALS ON MY RUPEES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW AVHE�V ESLOPE SLOPE PERCENT AS UNLESS A5% 30) FEET W�L�TH • DESIGN AND NISTAIunON SPRCNTDATIONS 21 FOR SLOPES STEEPER THAIN OF TV WITH MORE THAN 10 FEET OF VERTICAL RELIEF BENCHES MAY BE GANTRUCTED OR CLOSER SPACED INTERCEPTOR RVALES MAY BE USED THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RU STIFF TO A BE SPENT MEANS OR TRUMP 22 CONSTRUCTION USUFFIC OVER TEMPORARY SWALE SHALL BE MIN MIZEAT DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALID BE SMEARED IMMEDIATELY 32 IF THE FACILITIES CE) NOT REGULARLY RETAIN STORM RUNOFF DUE CAPACITY APPEAR FREQUENCY OF THE SWELDS SHALL BE INCREASED STD. PLAN -21).10 IIIIIII PUBDC WORKS °°" IN °i URIDEPARTMENT INTERCEPTOR SW ALE GAZ 9/z8/zo18 :as AN ATUT DATE NITS DocuSign Envelope ID'. 6EECF566-602A-0E4A-8436 A31IAA638878 SECTION A SECTION S NOTES: 1 CONDMONS OF USE I I WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONCH OR HEARST 1.2 TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A SAM EROSNE DISCHARGE POINC � I ANY AFMAIFINTICI BE MUCAP THAN RATHER ANN I BE ARRIVED AS THAT THE DEMAND IF PROVIDED TV ITS nPIANIM TOGION YAPECI TV 2 2 THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED ADD SALES IF SCOURING AND EROSION GAS OCCURRED AFFECTEDAREAS SHALL SE PROTECTED BY AFRAPORAN EROSION GCNITRULICUMNOTOR NET. P" °.STD. PUN .21).00 PUBUC WORKS DEPARTMENT DITCH CHECK DAMS 9/z8/2o18J GAL. TA3b kPff �co�Gn SM7 ,fie 1601 BID Avenue, Suite 16M - AEOIST4S�ge' Seattle, WA 98101 �sTONAL 206.622.5822 09/10/2021 WWWkPM.com CLEAR AND GRADE PERMIT Tip 08/10/21 USE MEMO VEGROA, AND Pop CLEAR AND GRADE PERMIT RESUBMITTAL TJP 08/11/21 USE S ZLN AS NOTED xoN¢B'mIN AID'Nm/Iesl CITY OF cxB TJ P/JRN • 1 E 11 Ii' CLEAR AND GRADE PERMIT RESUBMITTAL Tip 09/10/41 JSF � RENTON oN.xM TALI oxE xe DATUM 1\Gl`I 1 1V EUNEOMNP Planning/Building/Public Works Dept. REVISION BY DATE APPR ^°° AGE x"£IX41°1NC1 NITS R-419007 45 AN IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY msippo 09/27/2021 krevans 09/27/2021 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 TESC DETAILS 7 N U O N Q J M M M O O O 00 TE- Ir WE