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Home My WebLink AboutR-417819NW 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. 00 T O W I— MQ LL LU J O U) R k DOCY5190 Envelope Is 3B1B34D3-7E0A47sC ADB3i329FFE0C108 OPEN RICER TT VP VOTED ENDURSI B pRYEIT_ a SEE OLD MANSURA I PADS Dt ADEQUATE STRAPPING ED FAMETNYIENEt PUBINGT MOTSU SC MIN Wu*wNIIP_ TACK WELD IL DEWATERING ORIFICE TLEGING SHALL METAL RISER CORRUGATED COMPLY WITH ASEAN FEET AND PASHTO FACE WATERTIGHT COUPLING DAWATERING ORIFICE SCH An STEEL AREA MIN THE CITY OF RENTON SURFDIAMETER AS PER CALCULATIONS CONCRETE BASE (ALTERNATIVELY. MAY BE USED TO PREVENT FOODS TONN � S.RIVER DNA MIN ---------, I NYiEB: 1. SEE CONSTRUCTION Pu"s FOR SPECIFIC PROJECT REOUu>itiba>.Ss I OTHERIVEM STD EPIANDRAWING E216.30� PUBLIC WORKS SEDIMENT POND RISER DETAIL eL..+MMeAS 8/13/202 DEPARTMENT artin Pastuch s FOR REFERENCE ONLY REFER TO EARLY CLEAR AND GRADE PERMIT C21-003938 SITS OPPOSING Envelope In 6EECF586602A4E4A-B436A317AA638679 THE FOLLOWING IS A LISTING OF GENE RALL NOTED THAT SHALL BE INCORPORATED IN FILE EROSION AND SEDIMENT CONTROL IESCR PLAN SET. OL FINE NOTES ON THEAPPLICABLE TO THE PROJECT HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMBUNINNE NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC LIST MAY FAST PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER HEREBY REFERRED TO AS APKICANT MAY ANN OUT REELECAND I BEFORE MY CONSTRUCHRON OR DEVELOPMENT ACTIVITY SECURE A PREFCONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON HEREBY REFERRED TO AS THE DRY FILE VOLUNTARY ADD THE APPLICANTS CONFEDERATION 2 THE APPLICANT IS RESPONSIBLE FOR OBETUNING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATERGENERAL PERM 17 IF IT IS e"IEEDFOR HE ROJEST THE SP UICANTSNUN SHALL EPAPROCE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED 70SCPLOGY ASSOC ARE WITH3 THE ESC PENN SET SHALL INCLUDE AM ME CONSTRUCTI ON SEQUENCE DATA LING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POSTPROJECT CLEAN IN ORDER TO FULFILL PROJECT SEND REGUIREMENTS 4 THE BOUNDARIES OF PRESCRIBED OR THE wCI516 "u ANC EEwu go[NrvGrEnA[INiC NGAND PROTEC [ENSHE FIEELD INACCO DANCE WITH PPP[ DIX u OFFING LIry OF ALIRENTC SWPMIaRIORTOTHESTA OFPP DURPINGTHSCONSTRUCTION PERIOD, NO DISTUREAMN CONSTRUCTION 5 STANSITZED CONSURSUCHRON ENTRANCES SPELL BE INSTALLED AT THE BEGINNING OF ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS MAY BEREQUIRED m ENSURE T THE OF THE ARE KEPTCLEAN AND THREATEN TO READ RIGHT OF WAY DOES NOT OCCUR FOR THE DALEATION OF THE PROJECT IF SEDIMENT IS TRACKED DEFEND, PUBLIC FUNDS SHALL WAFERS OF THE STATE 6 WASHOUT TRW CONCRETE TIN USCOU SHALL BE PERFORMED UPDATE OR AN DESIGNATED CONCRETE AMBIENT AREAS ONLY US) NOT WASH OUT CONSCRIETE TRUCKS ONTO THE GROUND OR TO STORM DOWNS OR OPEN D SENSE ON DUMPING OF EXCESS CONCRETE ANNUAL ONLY OCCUR IN DESIGNATED CONTENTS ALL REOUIRw DEC USES SHALL BE CONSTRUCTED D ADD IN OPERATION PRIOR TO w.O CLEARING SUDAN CONSTRUCTION TO PREVENT TRANSroRTATION OF SEDIMENT TO SURFACE WATER PURCHASE SYSTEM$ ADD ADJACENT PROPERTIES ALF EST 5MPSV $HALL BE MASON IN A SATISFACTORY CONDITION UNTIL SLASH TIME THAT CLEAN UND ARTHUR CONSTRUCTION IS CENNINCIFTE AN A POTENTIAL FOR ON SITE E ROBLON HAS PASSED ALL ESC PIPE SHALL BE REMOVED AFTER CONSTRUCTIONS IS COMPLETED AND THE SITE NEW BEEN STABILIZED TO ENSURE POTEENTANNA. FOR ONGITE EROSION DOES NOT EXIST THE MPLEMENTARKIN 8 ANY HAZARDOUS MATERIALS MY UI ADD REMOVAL LLUTEU�flryB�o.N PRODUCTS THAT PoTOPOLRNS�aE OIPoEoERLY9 THE ESO USES DEPICTED ON THIS DRAWING ME INTENDED TO BE MINIMUM REQQRSEMENTS TO MEET ANTICIPATED GTE CONDITIONS ASSOUBTRUCTION . DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN SEE FOR LOCATION OF PIPES. RESTRATORSCHANNELSORSTORMLIVATERGANCLITIES 11 ANY DEVATERING SYSTEM NECESSARY FOR THE CONSTRUKETION OF SUPORARMATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR 12 ANY AREAS ON THROUGH APRIL INCLUDING STABILIZED OC.�s.:�ENEYSEaTxGSEEBEE°sa°a'Eo�aTEEN((Ooe, BOTH) OR GT DSEASON IS OUHPTMaTHMM.WITH THE APPROVED RISC COVER PS ISG, DEPENDS, MULCHING PLASTECOVEHISING ETC) IN CONFORMANCE WITH APPENDIX O OF THE RENTON SYRIA 13 WET SEASON FRO FREGUIREMRNTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER LET AND APRIL 30TH UNLESS OTHERWISE APPROVED PROVED DYTHE CITY 14 ANY AREA NEEDING ADDITIONAL EI MEASURES NET REGUIRENG IMMEDIATE ATTENTION SHALL BE ADDRESSED MATIN" EN1IS. 15 THE AEG SUED ON PACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MANINJUM OF ONCE A MONCH OR WITHIN 24 HOURS FOLLOGNING A STORM EVENT INSPECTION AGO 14FINTERANCE SHALL OCCUR MORE FIRSEAUENTLY AS ASSURED By THE CITY 16 BEFORE DRAIN s`Fso°`DHFEEAoUBDRC;MMA EE'TI`BECE onoEWITIMAM TOs RECONSTRUCTION AREA ONVTOASEDIMENTIMENDoTRAP ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY EEL BEENGCONDITION 17 AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 213 OF THE CAPACITY OF THE CATCH BASIN SUMP ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR TOPEAVING THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT IN WATER INTO THE D�STR�m SYSTEM 18 ANY PERMAMENT STERMYNHATER FACILITY LICKLATION USED AN A TEMPORARY SELFTLINS BASIN SHALL BE MODIFIED WITH THE NECESSARY EST BLUE$ AND SHALL NEIRDEVIDEADEQUATEATTERESCAPACITY IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN WILTRATION SYSTEM IN To PERMANENT STATE. THE TEMPORARY FAGURP SHALL BE FAULT GFULDED SO THAT THE BYN ADD SIGN MAE AT LEAST THREE FEET ABOVE THE HAVE GRADE OF TI PERMANENT FACILITY 19 ETC)SHALLB ^CLE°ARLYFENE DANDPROEEC"EoUSING DECEMPSTTOFAVOIDSEDIME°NTTATio'ANDCOMPAACTIONDURINGCONSTRU ex FN FAPLFPAVEMENT . 20 PRIOR TO THE DURING UP OF THE MET UN(OCTOBERIST) ALL DISTURBED AREAS SHALLBEINSPE«DTOIC�DIFY WHICH ONES SHALL BESODDED SEEDED IN PREPARATION! FOR THE AINTER ANSI DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WAY ON ciSITE ALL ERIC BINGICSFIALL BE TISHRI AND STORMOVAJER CONVEYANCE SYSTEMS, OCCUPIED, AND ON SITE USES SHALL BE RESTORER TO THEIR FULLY AN WHISIT OF THOSE ARMS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN DISCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW 21 PRIOR TO FINAL OUN SDRUI ACCEPTANCE, THE PROJECT 81 TE SHALL BE STABILIZED TO PREVENT SUESTARDENT LADEN WATER FROM LEAVI No THE FUNCTIONING CONDITION ALL DISTURBED ARUBA OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMN DUTY STAR BODY AT A MI M1 MUM DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED 70 ENSURE FIRST SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL MULCH 22 ROCKERIES SEE IB:STTEwoVT:HE�ACCORDANCEw, NOT BE TMTElIs: aaalsalo OF ROADRG�-WAYSHA OR:ACCoC INTERNATIONAL � 0,D""NG15NOTUSSTABIN, STD. PLAN-268.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL 1 8:I v DEPARTMENT GAZ 9/28/2018 STANDARD PLAN NOTES DATE Call 811 • business days before you dig CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION NTS BY I DATE I APPR An AS NOTED RIZONL'W" ""o ISSAN DATUM AT PBLL IF HAT ONE INCH BASE �c�LY ASPHALT SAW CUT LINE AT ENTIRE PERIMETER OF 1:1.5 SLOPE TO WITHIN THREE FEET OF FOUNDATION OF STRUCTURE. OCCURS AROUND ENTIRE A & B BUILDINGS ALL EXISTING ASPHALT TO REMAIN OUTSIDE OF BUILDING FOOTPRINT FOR EROSION AND SEDIMENT CONTROL MEASURES. DEMOLITION AND REMOVAL OF ASPHALT TO OCCUR AT A LATER DATE. t.1 lq:yff 16015th Avenue, Suite 1600 Seattle, WA 98101 2016.622.5822 www.kieff.com CITY OF ' FENTON Planning/Building/Public Works Dept. NTS THREE-FOOT ORANGE SNOW FENCE TO BE INSTALLED AT THE ENTIRE PERIMETER OF ASPHALT SAWCUT LINE AND ATTACHED TO FIVE-FOOT METAL STAKES AT SIX-FOOT ON -CENTER MAXIMUM. ZIP TIES TO BE USED TO SECURE SNOW FENCE TO METAL STAKES. ASPHALT VARIES IN THICKNESS. SLOPE TO BEGIN FOUR TO SIX INCHES BELOW TOP OF ASPHALT AND TO BE COVERED WITH NSOUEEN & SANDBAGS UNTIL BACKFILLING OF STRUCTURE CAN BE ACHIEVED. SAND BAGS TO BE SECURED BY NYLON ROPE AND STAKING AS NECESSARY TO PREVENT NSOUEEN FROM BEING MOVED DURING WEATHER EVENTS. SLOPE TO BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL SUCH TIME SLOPE IS REMOVED AND REPLACED WITH BACKFILL TO STRUCTURE. R-41781 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING rr ippD 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 TESC DETAILS HAVE 17.121 O N O T O O N Z O M O O O O N Q J M M M O O O Do LL 19 141