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Home My WebLink AboutR-417818NW 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 FIT W I— MQ LL LU J 0 U) R HE DocuSign Envelopeff) 6EECF566-602AAE4A-B436 A317AA638878 2 HA x y LEVEL TT � S 1]-MIN' 7MIN. 1--.s9µe_W _s OPEGR LENT NOTES: DMONSOFUSEE RREOVIRED AT ill "z EXCESS OF BELOW VERECAL RELIEF AT INTERVALS ON MY SLOPES T EXCEEDS THE DIMENSIONS SPECIFIED AEOUNDE SLOPE SLOVE PERCENT W�L�� WE IV (OR LESS) TFIC 300FEET N TO TOM IV 7--25% IRS FEET IF TO SIR TV 25K0% 50 FEET xAxOw cFlwTwxs 21 UL E µ03 INTERCEPTOR SNALES MAYBE USED THE DESIRED MEASURE MUST BE DESIGNED SYm EFFECTI VmERr;zA � RUNOFF TOASEDMENN POND ORLEANS DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY 22 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED Sz. IF THE PAULrtiEsDr) NOT REGULARLY RETAIN STatN RUNOFF THE CAPACITY ANCHOR FREDUENCY m THE 9wu[SSHARE BENCREn l PUBLIC WORKS R STD. PUN -217.10 DEPARTMENT INTERCEPTOR SWALE Mm^^ _ 9/28/2018 1 :45 AN FGAZ FOR REFERENCE ONLY REFER TO EARLY CLEAR AND GRADE PERMIT C21-003938 NTS Call 811 two business days Obefore you dig N0. DocuSign Envelope In 6EECF566-602AAE4A-B436 A317AA638878 SECTION A L THE DISTANCE SUCH THAT POINTS -A AND RARE OF EQUAL ELEVATION n I�a MIN SECTION S — BOTTOM OF DITCH NOTES: 1 CONDITIONS OF USE I t WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR DOLE IS TOCONVEY ESiurmF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NEW SHEAVE DISCHARGE POINT . . 2 1 ANY AFnIMPNINESI OF MORE THAN G"I NEI IRS DANCING ISO THAT THE CCHMI IS FMqTOMFIn TO ITS OPTIMISM TAIDGMTAPACITS 2 2 THE CHECK DAMS RURAL BE ERMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS IF CLOTHING AND EROSION NEW OCCURRED AFFECTED AREAS STALL BE PROTECTED BY FISHER OR AN ERSABON CONTROL SUNNI OR NET UNLESS 15 TL RMD'ESTD.oPON LEASING TpLs x FRIPUBLIC VENTORKS DITCH CHECK DAMS 9/28/2018 1 DEPARTMENT UVELGr TH I 11 CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION NITS BY I DATE I APPR 45 AN S NOTED R4`Dx'MLI ""o UNUSUAL UAL OKI DATUM IF No ONE INCH WALE �c�LY DocuSign EnvelwolD: 361B3403-7EOA476C-ADB34329FFEOC108 xAxOw cFlwTwxs 21 UL E µ03 INTERCEPTOR SNALES MAYBE USED THE DESIRED MEASURE MUST BE DESIGNED SYm EFFECTI VmERr;zA � RUNOFF TOASEDMENN POND ORLEANS DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY 22 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED Sz. IF THE PAULrtiEsDr) NOT REGULARLY RETAIN STatN RUNOFF THE CAPACITY ANCHOR FREDUENCY m THE 9wu[SSHARE BENCREn l PUBLIC WORKS R STD. PUN -217.10 DEPARTMENT INTERCEPTOR SWALE Mm^^ _ 9/28/2018 1 :45 AN FGAZ FOR REFERENCE ONLY REFER TO EARLY CLEAR AND GRADE PERMIT C21-003938 NTS Call 811 two business days Obefore you dig N0. DocuSign Envelope In 6EECF566-602AAE4A-B436 A317AA638878 SECTION A L THE DISTANCE SUCH THAT POINTS -A AND RARE OF EQUAL ELEVATION n I�a MIN SECTION S — BOTTOM OF DITCH NOTES: 1 CONDITIONS OF USE I t WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR DOLE IS TOCONVEY ESiurmF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NEW SHEAVE DISCHARGE POINT . . 2 1 ANY AFnIMPNINESI OF MORE THAN G"I NEI IRS DANCING ISO THAT THE CCHMI IS FMqTOMFIn TO ITS OPTIMISM TAIDGMTAPACITS 2 2 THE CHECK DAMS RURAL BE ERMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS IF CLOTHING AND EROSION NEW OCCURRED AFFECTED AREAS STALL BE PROTECTED BY FISHER OR AN ERSABON CONTROL SUNNI OR NET UNLESS 15 TL RMD'ESTD.oPON LEASING TpLs x FRIPUBLIC VENTORKS DITCH CHECK DAMS 9/28/2018 1 DEPARTMENT UVELGr TH I 11 CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION NITS BY I DATE I APPR 45 AN S NOTED R4`Dx'MLI ""o UNUSUAL UAL OKI DATUM IF No ONE INCH WALE �c�LY DocuSign EnvelwolD: 361B3403-7EOA476C-ADB34329FFEOC108 KEY UNDER INTO SLOPE 10 PREVENT FLOW AROUND SIDES ED PURSUE iM I HE INFLOW SILT FENCE OR RISER DEFAVALLENTOWIDER -A SITE - DEWAT STD EL WIRE BACKED SILT FENCE STAKED HAY BALES WRAPPE D WITH METE R DISCHARGE TO STABILIZED "I OUTLET on LEVEL SPREADER — OVERFLOW SPILLWAY DISCHARGE TO STABILIZED COARKEYANUE OUTLET OF LEVEL SMUMMER NOTES: I CONDERON OF USE I I A SEDIMENT POND SHALL AS USED WHERE THE CONITYBUTIND DRAINAGE AREA IS 3 ACRES OR MORE L1 THE POND SHALL BE DIVIDED INTO TAX) ROUGHLY PULSE VOLUME GETS By A ING FTTHE "I OF THE WILL WIRTURBULENCE ACtt STRENGTH FILTER FABRIC SUPPORTED T xaa LUY BE USED AS A OINESS ALTERNATIVELY, STEREO STRAW RnLB EFAYVEO FOOT HIGH. ETERxTFABRIC MAY BE USED VRJPUBLIC WORKS SEDIMENT POND PLAN VIEW AND � STD. PIAN-236.00 DEPARTMENT CROSS SECTIONS artin Pastucha 8/13/2020 own DATE ITI 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 www.kpff.cam "� CITY OF ' FENTON Planning/Building/Public Works Dept. NITS 1 8:4 R-417818 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD ° ® N' RENTON, WA 98056 �C3.11 TESC DETAILS 8 14. Z LO O M O O O O N Q J M M M O O O 0000 LL E7