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Home My WebLink AboutP_Drainage_Plan_231206_v1T.23N. R.5E. W.M. NB405 LINE SB405 LINE TO REMAIN EXISTING CABS POND TO REMAIN EXISTING DETENTION POND TO REMAIN EXISTING DETENTION TO REMAIN EXISTING CABS TREATMENT TO REMAIN EXISTING RUNOFF POND TO REMAIN EXISTING DETENTION POND TO REMAIN EXISTING DETENTION POND TO REMAIN EXISTING DETENTION HILLS CREEK UPPER ROLLING TO REMAIN EXISTING MFD TYPE 4 TO REMAIN EXISTING CABS TO REMAIN EXISTING MFD TYPE 4 TO REMAIN EXISTING MFD TYPE 4 THUNDER HILLS CREEK TO REMAIN EXISTING MFD TYPE 3 ROLLING HILLS CREEK AREA TO REMAIN EXISTING NATURAL DISPERSION THUNDER HILLS CREEK LOWER ROLLING HILLS CREEK TO REMAIN EXISTING MFD TYPE 4 ROLLING HILLS CREEK MBMB PPPPPTREES AND BRUSH TREES AND BRUSH MB MB MBMBMBMBMBMBMBMBMBMBMBMBMBMBMBMBMBUUU U UU UUU UUU U UUUU U U U U UU UU U UU U U UU U U U U P PPP PPPPP PP PPPPPP PSTT STTPPMBUOBJ UOBJ UOBJ UOBJ UOBJ U U U U UUU UOBJ UOBJ UOBJ UOBJ UOBJ UU U U U UUU U U U U UUPPP STT STT STT UUU U U U U UU UU U U U U U U U U UU U U U U U U U U U U UU UU U U U UU U UUU U U U U UU U U U U U U U U U U UU U U U U UU U U U UU UUU U U U U U U UU U P PP PP P PP PP PP P PP PPPPPPPPPPPPPPPP PPPPPP P PPP PPPPP PP P P P PPPPPPPPP W W W WW W W W W W MBMBMB MBMBMBMBMBMBMBMBUOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJUOBJ UOBJUOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJUOBJ UOBJUOBJ UOBJ UOBJUOBJ UOBJ STT STTT T T STTSTT STT STTSTT C U UU UOBJ PPPPPPPU U PUOBJ PSTTPUU U UOBJ U STT PUOBJ PPPPM U PP UOBJ PPUOBJ STT PPUUP U PUUPPPP PPPP UOBJ STM FTC 7400 7410 7420 7430 7440 7450 74607395 7405 7415 7425 7435 7445 74555400 5410 5420 5430 5440 5450 5460 5405 5415 5425 5435 5445 5455 5465460 455 450 460455 MP 26.0MP 2.0 MP 3.0MP 2.5 SHEET OF SHEETS CONTRACT NO. JOB NUMBER WASH10 STATEREGION NO. LOCATION NO. P.E. STAMP BOX P.E. STAMP BOX ENTERED BY PROJ. ENGR. REVISION BYREGIONAL ADM. DESIGNED BY TIME DATE DATEDATE FED.AID PROJ.NO. CHECKED BY DATE c:\users\taylorsu\pw_wsdot\d0114970\XL5467_PS_DR_03.dgn 5:04:05 PM 12/20/2018 PLOTTED BY taylorsu FILE NAME: 100 200 SCALE IN FEET 0 116NOT FOR CONSTRUCTION 15% CONCEPTUAL DESIGN AD COPY Washington State Department of Transportation CUT/ FILL LINE EASEMENT CONSTRUCTION ALIGNMENT AND LIMITED ACCESS RIGHT OF WAY WETLAND MITIGATION BUFFER ORDINARY HIGH WATER LINE STREAM BUFFER EXISTING WETLAND DRAINAGE LEGEND: EXIST BOX CULVERT PROPERTY LINE 7200 PROPOSED RETAINING WALL EXISTING STORM DRAIN PROPOSED STORM DRAIN EXISTING DRAINAGE STRUCTURE PROPOSED DRAINAGE STRUCTURE EXISTING BIOFILTRATION SWALE PROPOSED CULVERT PROPOSED NOISE WALL PROPOSED EDGE OF PAVEMENT DITCH STREAM EXISTING DETENTION POND M ATCH LI NE STA NB4 05 7462+00 SEE SHEET DR04SB405-SB167 LINE SB405-SB167 LINE S 15TH ST SW 12TH ST SW 13TH ST SW 13TH ST RENTON INFINITY OF RAYMOND AVE SWSENECA AVE SWMAPLE AVE SWMAPLE AVE SWRAINIER AVE SBENSON DR SS RENTON VILLAGE PL SMITHERS AVE SWHITWORTH AVE SSHATTUCK AVE SBENSON RD S COMPANY SEATTLE LUMBER SW 16TH STLIND AVE SWLIND AVE SWSENECA AVE SWLAKE AVE SRENTAL TRUCK THRIFTY MORRIS AVE SS P UGE T DRI VESR 167EAST VALLEY RDMCI LANDINGLARKSPURTALBOT RD SEXPRESS SHUTTLE NORTHWEST CUMMINS CHEVROLET GOOD TALBOT RD SCENTER: PHASE IIOFFICEEAST VALLEYBENSON RD S108TH AVES 14TH ST S 14TH ST S 14TH ST S 15TH ST A. GHADAMSI A. BLACK S. TAYLOR XL5467 DR03 C. BARNETT I-405 RENTON TO BELLEVUE CORRIDOR WIDENING & EXPRESS TOLL LANES DRAINAGE PLAN 40 SB I-405 NB I-405 I-405/SR167 INTERCHANGE SB 167 TO SB I-405NB I-405 TO 167 S B I-405 T O N B 167 167 T O NB I-4 0 5 RENTON CINEMA 8 ONE RENTON PLACE SB I-405 NB I-405 SB I-405 OFF RAMPN B I-405 O N RA MP BERKSHIRE APARTMENTS SB SR 167NB SR 167 FACILITY MAINTENANCE WSDOT ROCK SIN pw:\\HQOLYMAPPPW01P.WSDOT.LOC:WSDOT\Documents\Northwest\_Projects\405\2.30_RentonToBellevue\Design\_CAD\ContractPlans\XL5467_PS_DR_03.dgnK. HENRY RECEIVED Clark Close 06/30/2020 PLANNING DIVISION T.23N. R.5E. W.M. SB I-405 NB I-405 POND TO REMAIN EXISTING SPILL CONTAINMENT THUNDER HILLS CREEK THUNDER HILLS CREEK POND TO BE REPLACED EXISTING SPILL CONTAINMENT TO REMAIN EXISTING MFD TYPE 4 ZONE 2 AQUIFER PROTECTION AREA ZONE 2 AQUIFER PROTECTION AREA ZONE 1 AQUIFER PROTECTION AREA NOTE: WSDOT LIMITED ACCESS RIGHT-OF-WAY. PERMIT IS REQUIRED FOR ALL WORK PERFORMED OUTSIDE OF REQUIRES CITY REVIEW AND COMMENT. A CITY CONSTRUCTION FACILITIES OUTSIDE OF WSDOT LIMITED ACCESS RIGHT-OF-WAY DESIGN PLANS FOR CONSTRUCTION OF PIPES, STRUCTURES, AND CONTAINMENT VAULT PROPOSED SPILL SWALE COMPOST AMENDED BIOFILTRATION PROPOSED RUNOFF TREATMENT: BIOFILTRATION SWALE COMPOST AMENDED PROPOSED RUNOFF TREATMENT: PROPOSED DETENTION VAULT NO IN-WATER WORK SPECIFIED. TO THE STORM DRAINAGE SYSTEM. DESIGN TO AVOID OR MINIMIZE IMPACT COORDINATE STRUCTURE FOOTING 100-YR FLOODPLAIN UOBJCT VMS UOBJCT UOBJCT UOBJCT UOBJCT UOBJCTUOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT T UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCTUOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCTUOBJCTUOBJCT UOBJCT UOBJCT UOBJCTMBMBMB UOBJCT UOBJCT UOBJCT UOBJCTUOBJCTUOBJCT UOBJCT MBMB UOBJCTMBMBMBMBMBMBMB UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCTUOBJCTUOBJCTUOBJCT UOBJCT UOBJCT MB UOBJCT UOBJCT UOBJCT UOBJCT UOBJCTUOBJCT UOBJCT T T UOBJCT UOBJCT UOBJCT UOBJCT MB MB MB MB MBMBMBMBUU U U UU U UU UU U UU U U UU U U U UU UU U U UU U U UU UU U UUU U UUU U U UU U UU U U U UUUU UU U UU U U UU U U U U U UU U UU U U UU U UU U U U U UU U UU UUUU U U U U UU U U U U UU U U UU U UUU UUUU UU UUUUUUU U U UUUU U U U UU U UUU U U U U U U U U UU UUU U C C CCCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCCCCC CCCC C CCC CCCCCCCCCCCCCCCCCCCCCCCC CCCCCCCCC CCCC CC PP P PP P P PPPP P P PPP P PP P PPPPPPPPPPPPPPPPPPPPPP PPPPP PPP PPP P PPPPPPP P P PPP PPPPP P P P PPP PP PPMB MB MBMBMBMBMB MBMBMBMB MBMBMB MB UOBJUOBJ UOBJ UOBJ UOBJUOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJ UOBJUOBJ UUU U U U U U U UU U U UU U U U U UU UU U U UUUUUU UU U U UUU UUU U UU U U U U U U U UU UU U U U U UU U UU U U UU U U UU U U PPP P PPP P PP PP P PP P P P PPPPP PPPP P P P SS WSSVMS UP PPPPPP U U P P U UU U UU UPU U UU P UU UU U UOBJ PU U U UU UOBJ PV MS 9 7470 7480 74 907500 7510 7520 7530 7465 7475 7485 74957505 7515 75255470 5480 5490 55005510 5520 5530 5475 5485 54955505 5515 5525 5535 470 475 3 0 35500495 520 515 10 15MP 4.0 MP 3.5 SHEET OF SHEETS CONTRACT NO. JOB NUMBER WASH10 STATEREGION NO. LOCATION NO. P.E. STAMP BOX P.E. STAMP BOX ENTERED BY PROJ. ENGR. REVISION BYREGIONAL ADM. DESIGNED BY TIME DATE DATEDATE FED.AID PROJ.NO. CHECKED BY DATE c:\users\taylorsu\pw_wsdot\d0114970\XL5467_PS_DR_04.dgn 5:04:09 PM 12/20/2018 PLOTTED BY taylorsu FILE NAME: 100 200 SCALE IN FEET 0 116NOT FOR CONSTRUCTION 15% CONCEPTUAL DESIGN AD COPY Washington State Department of Transportation CUT/ FILL LINE EASEMENT CONSTRUCTION ALIGNMENT AND LIMITED ACCESS RIGHT OF WAY WETLAND MITIGATION BUFFER ORDINARY HIGH WATER LINE STREAM BUFFER EXISTING WETLAND DRAINAGE LEGEND: EXIST BOX CULVERT PROPERTY LINE 7200 PROPOSED RETAINING WALL EXISTING STORM DRAIN PROPOSED STORM DRAIN EXISTING DRAINAGE STRUCTURE PROPOSED DRAINAGE STRUCTURE EXISTING BIOFILTRATION SWALE PROPOSED CULVERT PROPOSED NOISE WALL PROPOSED EDGE OF PAVEMENT DITCH STREAM EXISTING DETENTION PONDMATCH LINE STA NB405 7531+00 SEE SHEET DR05CEDAR RIVERHOUSER WY S HOUSER WY S MUSEUM CITY OF RENTON WELLS AVE S BEACON WAY SCEDAR AVE S S GRADY WAY T AL BOT R DN. 4 T H S T FACTORY AVE N. 3 R D S T HOUSER WAY N. 3RD STMONTEREY DR. SUNSET BLVD SHARI'SAPARTMENTSMONTEREY HEALTHGROUP I NNSI LVER CLO U D FACTORY PL NMAIN AVE S RENTON AVE S MILL AVE S LIBERTY PARK S 5 T H S T BRONSON WAY PARK CEDAR RIVER P A R KCE DAR RI VE R CARCO CENTER CENTER RENTON COMMUNITY BENSON RD S S. 6TH ST MATCH LINE STA NB405 7462+00 SEE SHEET DR03RNT LI NESB405-515 LINE 169-SB405 LINE 169-NB405 LINE SB405 LINE SB405 LINE NB405 LINE NB405 LINE N B 405-169 LIN ERNT LINE CDR LINE 108TH AVE A. GHADAMSI A. BLACK S. TAYLOR XL5467 DR04 C. BARNETT I-405 RENTON TO BELLEVUE CORRIDOR WIDENING & EXPRESS TOLL LANES DRAINAGE PLAN 41 CITY HALLRENTON SB I-405 NB I-405 CEDAR RI VE R TRAIL RENTON AVE S I-405/SR169 INTERCHANGE RD KRAP R EVIR RADE C SR 169 / MAPLE VALLEY HWYNB I-405 TO 169 CEDAR RI VER TRAI L RDCEDAR RI VER TRAI LS 3RD STS. 4TH ST CEDAR AVE S.pw:\\HQOLYMAPPPW01P.WSDOT.LOC:WSDOT\Documents\Northwest\_Projects\405\2.30_RentonToBellevue\Design\_CAD\ContractPlans\XL5467_PS_DR_04.dgnVUEMONT PL NE K. HENRY T.23N. R.5E. W.M. SHEET OF SHEETS CONTRACT NO. JOB NUMBER WASH10 STATEREGION NO. LOCATION NO. P.E. STAMP BOX P.E. STAMP BOX ENTERED BY PROJ. ENGR. REVISION BYREGIONAL ADM. DESIGNED BY TIME DATE DATEDATE FED.AID PROJ.NO. CHECKED BY DATE c:\users\taylorsu\pw_wsdot\d0114970\XL5467_PS_DR_05.dgn 5:04:13 PM 12/20/2018 PLOTTED BY taylorsu FILE NAME: 100 200 SCALE IN FEET 0 116NOT FOR CONSTRUCTION 15% CONCEPTUAL DESIGN AD COPY Washington State Department of Transportation UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCTUOBJCT UOBJCT UOBJCTUOBJCT MBMB MB MBMB UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT MB MB MB MBMBUOBJCTUOBJCTUOBJCT UOBJCT UOBJCT UOBJCT UOBJCT STTUOBJCT UOBJCT STTSTTT UOBJCT UOBJCT UOBJCT UOBJCT T TT TTT T STTSTTT TTT ST T STTUOBJCTMB S TTMBSTT MB MB MB MB MB MB STTS TTT UOBJCTUOBJCT UOBJCT CUUUUU UOBJCT UOBJCT CCC PPPUU U UU UU UUUUUUOBJCTUOBJCT UOBJCT UOBJCT PUOBJCT PC CCUOBJCT UU UUU UOBJCT PUOBJCT PP UUOBJCT P P UOBJCT UOBJCT UOBJCT UOBJCT CCCTTCCC CCCCCCU T UUOBJCT UOBJCT MB PP P STTPPPPPPPPPPP PPU CCCCUPPCCPP CCC CCCCUP U UUPP CCSTTPPPCCUUUUUPMB MB PMB C PPMB MB MBMBMB MB MBP MB UU UU UUUUU UU UUU UUU U U U U UU UU UU UUUUUU UUUUUU UUU U UU U UU UUUUUU UUU UUUUUUUU UUUUUUUUU UUUU UUUUUUU UUUUUU U UUUUUUU UUU UU UUUUU UUUUU UUUUUUUUUUU UUU U U UUU UUU CCC CCCCCC CC CC CC CCCC CCCCCCCC CCC C CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC C CC CCCC CCCC CCC P PP PPPPPPPPP PPPPPPPPPPPPPPPPPPPPP PPP PPPP P PPPP PPP P PP PPP P P P P P P P PPPP PPP PPPP P P PP PPPPPPPPP SSSSSSSSSSSSSSSSSSSSPTPSSSS75407550 7560 7570 7580 7590 75357545 7555 7565 7575 7585 7595 5 540 5550 5560 5570 5580 5590 5600 5535 55455555 5565 5575 5585 5595 20 2 3 2 3 40 4343 550545 555 540 550 545 555 580580590 585 595 600 595 575 580 585 12" Pcssp MP 5.0 MP 5.5 MP 4.5CUT/ FILL LINE EASEMENT CONSTRUCTION ALIGNMENT AND LIMITED ACCESS RIGHT OF WAY WETLAND MITIGATION BUFFER ORDINARY HIGH WATER LINE STREAM BUFFER EXISTING WETLAND DRAINAGE LEGEND: EXIST BOX CULVERT PROPERTY LINE 7200 PROPOSED RETAINING WALL EXISTING STORM DRAIN PROPOSED STORM DRAIN EXISTING DRAINAGE STRUCTURE PROPOSED DRAINAGE STRUCTURE EXISTING BIOFILTRATION SWALE PROPOSED CULVERT PROPOSED NOISE WALL PROPOSED EDGE OF PAVEMENT DITCH STREAM EXISTING DETENTION PONDMATCH LINE STA NB405 7531+00 SEE SHEET DR04MATCH LINE STA NB405 7598+00 SEE SHEET DR06 A. GHADAMSI A. BLACK S. TAYLOR XL5467 DR05 C. BARNETT I-405 RENTON TO BELLEVUE CORRIDOR WIDENING & EXPRESS TOLL LANES 42 DRAINAGE PLAN pw:\\HQOLYMAPPPW01P.WSDOT.LOC:WSDOT\Documents\Northwest\_Projects\405\2.30_RentonToBellevue\Design\_CAD\ContractPlans\XL5467_PS_DR_05.dgnK. HENRY POND TO REMAIN EXISTING DETENTION JOHNS CREEK FOR OFFSITE FLOWS EXTEND CROSS DRAIN JOINT WSDOT / PSE ACCESS RECONSTRUCT PSE ACCESS FOR JOHNS CREEK WITH NEW STRUCTURE POTENTIAL STORM DRAIN CONFLICT PROPOSED FLOW SPLITTER DETENTION TANK REMOVE EXISTING DETENTION TANK ABANDON EXISTING AQUIFER PROTECTION AREA AQUIFER PROTECTION AREA ZONE 2 ZONE 2NOTE: WSDOT LIMITED ACCESS RIGHT-OF-WAY. PERMIT IS REQUIRED FOR ALL WORK PERFORMED OUTSIDE OF REQUIRES CITY REVIEW AND COMMENT. A CITY CONSTRUCTION FACILITIES OUTSIDE OF WSDOT LIMITED ACCESS RIGHT-OF-WAY DESIGN PLANS FOR CONSTRUCTION OF PIPES, STRUCTURES, AND MINIMIZE IMPACT TO OVERHEAD UTILITIES. COMPOST AMENDED BIOFILTRATION SWALES. PROPOSED RUNOFF TREATMENT: STORM DRAIN SYSTEM CONNECT TO HOUSER WAY SWALE COMPOST AMENDED BIOFILTRATION PROPOSED RUNOFF TREATMENT: FACILITY TO REMAIN EXISTING STORMWATER DETENTION TANK ABANDON EXISTING ZONE 2 AQUIFER PROTECTION AREA STREAM 4.15 DETENTION TANKS ABANDON EXISTING OUTLET TO JOHNS CREEK NEW STILLING WELL/ SIDE CHANNEL THIS RAILROAD CROSSING BORE ANTICIPATED AT TRIPLE 42-INCH JACK AND NEW STRUCTURE DRAIN CONFLICT WITH POTENTIAL STORM DETENTION TANKS ABANDON EXISTING EASEMENT (TYP) HOUSER WAY BLAINE CT. NE BRONSON WAYHOUSER WAY WI NDOR HI LLS GARDEN AVE N NE 14TH STN. 8TH STN. 8TH STHOUSER WAY SUNSET BLVD NE S UNSET BL VD NE JONES AVE NE KENNEWICK AVE NE PACCAR BUILDINGS BUILDINGS PACCAR PARK AVE N S UNS E T BLVD NGR ANDEY WAY NENB I-4 05SB I-405S B I-405 OFF R A MP HOUSER WAY BYPASS HOUSER WAY N NE 7TH STSB I-405 NB I-405 PLATT ELECTRIC SUPPLY DISTANT LANDS TRADING CO PMAR FFO 504-I BN 504-I BN 504-I BS PMAR NO 504-I BS PMAR NO 504-I BN SB I-405 OFF RAMP RD KRAP EN LAKE W AS HIN GTON BLVD NSR 900 / SUNSET WAY SR 900 I/C SOUTHPORT / N SOUTHP ORT DRI VENE SUNSET BLVD / SR900 T.23N. R.5E. W.M.T.24N. R.5E. W.M. MAY CREEK AQUIFIER PROTECTION AREA ZONE 2 100-YRFLOODPLAINZONE 2 AQUIFER PROTECTION AREA SHEET OF SHEETS CONTRACT NO. JOB NUMBER WASH10 STATEREGION NO. LOCATION NO. P.E. STAMP BOX P.E. STAMP BOX ENTERED BY PROJ. ENGR. REVISION BYREGIONAL ADM. DESIGNED BY TIME DATE DATEDATE FED.AID PROJ.NO. CHECKED BY DATE c:\users\taylorsu\pw_wsdot\d0114970\XL5467_PS_DR_06.dgn 5:04:16 PM 12/20/2018 PLOTTED BY taylorsu FILE NAME: 100 200 SCALE IN FEET 0 116NOT FOR CONSTRUCTION 15% CONCEPTUAL DESIGN AD COPY Washington State Department of TransportationPCCPPMBMBMBMBMBCCUUPPMBMBMBMB C PPPUU U MBPMB MB UMB MB MB MB MB MB MB MB UMBP PPUPPPMB U TC MBSTTCCUUUCCCUUUUUUUCCCUUUUUU C UUUU U UP PMBMBMBMB MB PMBMBP UUUUPPPMBMB MB MB U UUU PPMBMBMB PMB MB MBMBUPMBMBMBMBP P MBMB UPPMB MB PPMBMBMBUUU UUUUU UUUUMBMBPUOBJCTPPPPMBMB PMBMBP UOBJCT CCUOBJCT UU UUOBJCT MBPMBMBMBMBPUOBJCTT UOBJCTC MB P UUU UOBJCT UUU UUOBJCT MBMBMBMBP MB P MBMB MBMBMBMB PUOBJCT UOBJCTUOBJCT UOBJCT UU UU UUU U UOBJCT UOBJCTUU UPMBMBMB PPUOBJCTP UOBJCT UOBJCT PUOBJCTUOBJCT PMBMBMBMBMBMBMB UOBJCT C C UU UMBUMB MB P UUUUUU C CCCC CUUUUU MB MB MBMBMBMBMBMB MB UOBJCT UOBJCT UOBJCT U UUUUUUUUUUUU UUUUU UU UU CCCCCCC CCCCCCPP PPP PPPP PPPP P PPPPP PP P7600 7610 7620 7630 7640 7650 7660 7605 7615 7625 7635 7645 7655 5610 5620 5630 5640 5650 5660 5605 5615 5625 5635 5645 5655 5665 636 639 636 639 640 645 650 655 600 610605 650645 655 MP 6.0 MP 6.5 CUT/ FILL LINE EASEMENT CONSTRUCTION ALIGNMENT AND LIMITED ACCESS RIGHT OF WAY WETLAND MITIGATION BUFFER ORDINARY HIGH WATER LINE STREAM BUFFER EXISTING WETLAND DRAINAGE LEGEND: EXIST BOX CULVERT PROPERTY LINE 7200 PROPOSED RETAINING WALL EXISTING STORM DRAIN PROPOSED STORM DRAIN EXISTING DRAINAGE STRUCTURE PROPOSED DRAINAGE STRUCTURE EXISTING BIOFILTRATION SWALE PROPOSED CULVERT PROPOSED NOISE WALL PROPOSED EDGE OF PAVEMENT DITCH STREAM EXISTING DETENTION PONDMATCH LINE STA NB405 7598+00 SEE SHEET DR05MATCH LINE STA NB405 7664+00 SEE SHEET DR07 A. GHADAMSI A. BLACK S. TAYLOR XL5467 DR06 C. BARNETT I-405 RENTON TO BELLEVUE CORRIDOR WIDENING & EXPRESS TOLL LANES DRAINAGE PLAN 43 JONES AVE NE 504-I BS 504-I BN N 24TH STHIGH AVE NE NE 24TH STCLOVER CREEK JONES AVE NENE 27TH CTNE 28TH STSCHOOL ELEMENTARY KENNEYDALEN 26TH STMEADOW AVE N.NE 28TH STNE 30TH St I/C KENNEWICK PL NE NE 30TH STNE 30TH STSB I-405 ON RAMP NB I-405 OFF RAMP NB I-405 ON RAMP SB I-405 OFF RAMP N 32ND STN 32ND STN 32ND STMEADOW PL N N 34TH STMEADOW PL N N 36TH STSB I-405 NB I-405 pw:\\HQOLYMAPPPW01P.WSDOT.LOC:WSDOT\Documents\Northwest\_Projects\405\2.30_RentonToBellevue\Design\_CAD\ContractPlans\XL5467_PS_DR_06.dgnK. HENRY CLOVER CREEK T.24N. R.5E. W.M. SHEET OF SHEETS CONTRACT NO. JOB NUMBER WASH10 STATEREGION NO. LOCATION NO. P.E. STAMP BOX P.E. STAMP BOX ENTERED BY PROJ. ENGR. REVISION BYREGIONAL ADM. DESIGNED BY TIME DATE DATEDATE FED.AID PROJ.NO. CHECKED BY DATE c:\users\taylorsu\pw_wsdot\d0114970\XL5467_PS_DR_07.dgn 5:04:19 PM 12/20/2018 PLOTTED BY taylorsu FILE NAME: 100 200 SCALE IN FEET 0 116NOT FOR CONSTRUCTION 15% CONCEPTUAL DESIGN AD COPY Washington State Department of Transportation T UOBJCTUOBJCT UOBJCT UOBJCTUOBJCT UOBJCTUOBJCTUOBJCTUOBJCTUOBJCTUOBJCT UOBJCT UOBJCT UOBJCTUOBJCTMBMBMBMBMB MB MBMBMBMBMB MB UOBJCT MB UOBJCT UOBJCT MB UOBJCT UOBJCT UOBJCT MB UOBJCTUOBJCT UOBJCTUOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT MBMB UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT UOBJCT STTUUUCPPCUOBJCT UOBJCT CCCUUOBJCTUPMBUOBJCT UOBJCT UOBJCT MBUOBJCT PPPPCMBMB MBMBMBMBMB UOBJCT PP PUOBJCT U PMBMB PMB MBMB MB PPUUOBJCT PMBUOBJCT MBP MB PMB UOBJCT UOBJCT UOBJCT MB UU PPPPPPCPUUPPMBMBMB UOBJCT PP PCMBMBMBMBMB PPUOBJCTPP PTP PUUU UU U UUU UUUUUUU U UUUU UUU UUU UUU U UU UUUU UUU UUUUUU UUUUU U U U UUUUUU U UUUUUUUU UU UUUUU UU UU U U UUUUUUU U UU UU UUUU U U UUUU U UUUUUUU UUUU UUUUUU UUU U U UUUUUUUCCCCCCCCCCCCCCCCCCCCCCCCCCC CCCCCCCCC CCC CCCCCCPPPPPPP PPPPP PPPPPPPPPPPPPPPPPPP PPPPP P P P PPP PPPPPPP PP P P P PPP PPPPPPSS SS WW SSW WSSWWP W WW SS W WPWWW W W WWPSSWWSSWW W W PWWWWPW T PWPW W T WW PPPW WTWSSWPWPPTMBT WPW SSPW WWWWWWWW7670 7680 7690 770077107720 7730 7665 7675 7685 7 695 77057715 7725 5670 5680 5690 570 05 7 1 0 5720 5730 5675 5685 5695 570557155725 5735 10 20301 5 2510 20301 5 2560 55 70 680 690685 695 700710 7 05 690 685 7006957057007 10705700 7107056061690 685 695 680 690 685 11 1000 1010 1005 MP 8.0 MP 7.0 MP 7.5CUT/ FILL LINE EASEMENT CONSTRUCTION ALIGNMENT AND LIMITED ACCESS RIGHT OF WAY WETLAND MITIGATION BUFFER ORDINARY HIGH WATER LINE STREAM BUFFER EXISTING WETLAND DRAINAGE LEGEND: EXIST BOX CULVERT PROPERTY LINE 7200 PROPOSED RETAINING WALL EXISTING STORM DRAIN PROPOSED STORM DRAIN EXISTING DRAINAGE STRUCTURE PROPOSED DRAINAGE STRUCTURE EXISTING BIOFILTRATION SWALE PROPOSED CULVERT PROPOSED NOISE WALL PROPOSED EDGE OF PAVEMENT DITCH STREAM EXISTING DETENTION PONDMATCH LINE STA NB405 7664+00 SEE SHEET DR06MATCH LINE STA NB405 7733+00 SEE SHEET DR08 A. GHADAMSI A. BLACK pw:\\HQOLYMAPPPW01P.WSDOT.LOC:WSDOT\Documents\Northwest\_Projects\405\2.30_RentonToBellevue\Design\_CAD\ContractPlans\XL5467_PS_DR_07.dgnS. TAYLOR XL5467 DR07 C. BARNETT I-405 RENTON TO BELLEVUE CORRIDOR WIDENING & EXPRESS TOLL LANES 44 DRAINAGE PLAN K. HENRY WSDOT LIMITED ACCESS RIGHT-OF-WAY. PERMIT IS REQUIRED FOR ALL WORK PERFORMED OUTSIDE OF REQUIRES CITY REVIEW AND COMMENT. A CITY CONSTRUCTION FACILITIES OUTSIDE OF WSDOT LIMITED ACCESS RIGHT-OF-WAY DESIGN PLANS FOR CONSTRUCTION OF PIPES, STRUCTURES, AND NOTE: 100-YR FL O O DPL AIN 100-YRFLOODPLAINMAY CREEK N 38TH STSB I-405 ON RAMP NB I-405 OFF RAMP NE 44TH ST I/C L AKE WAS HI NGT ON BLVD NLAKE WASHINGTON BLVD N CEDAR HOMES PAN ABODE NE 44TH STNE 44TH STPUBLIC STORAGE N B I-405 O N RAM P5 04-I BSS B I-405 OF F RAMP E AS TSI DE RAIL CORRI DOR504-I BNS E AHAWKS WAYHEADQUARTERS S EATTLE S EAHAWKS SE 76TH STLAKE WAS HIN GTO N BLVD NE LAKE W ASHINGTON BLVD SERIPLEY LN N SB I-405 NB I-405 JONES AVE NE N 40TH STSTREAM 7.7STREAM 7.8MEADOW AVE N S E AHAWKS WAYRIPLEY LN SE NE 43RD PLLAKE WASHINGTON BLVD NE STREAM 7.7A RESTORATION MAY CREEK STREAM UNT 08.LW.0283CELL TO REMAIN EXISTING BIORETENTION SYSTEM PER CITY STANDARD STREET STORM DRAINAGE MODIFY EXISTING LOCAL AND TREATMENT TO BE REMOVED EXISTING STORMWATER DETENTION JURISDICTION STORM DRAINAGE CONNECT TO LOCAL POND TO REMAIN EXISTING PRIVATE DETENTION STREAM 8.15 STREAM 7.8 REPLACE EXISTING CULVERT STREAM 7.7 STREAM 7.7A TO UNT 08.LW.0283 CITY STANDARD AND CONVEY DRAINAGE SYSTEM PER MODIFY EXISTING STORM POND TO BE REMOVED EXISTING FLOOD STORAGE SYSTEM PER CITY STANDARD STREET STORM DRAINAGE MODIFY EXISTING LOCAL UNT 08.LW.0283 MAY CREEK BIOFILTRATION SWALES COMPOST AMENDED PROPOSED RUNOFF TREATMENT: AMENDED BIOFILTRATION SWALE PROPOSED RUNOFF TREATMENT: COMPOST COMPOST AMENDED BIOFILTRATION SWALES PROPOSED RUNOFF TREATMENT: OF TRAIL BEGIN CONSTRUCTION REPLACE EXISTING CULVERT REPLACE EXISTING CULVERT MEDIA FILTER DRAIN TYPE 3 PROPOSED RUNOFF TREATMENT ABANDON EXISTING CULVERT WITH CHANNEL RESTORATION FISH PASSABLE STRUCTURE PROPOSED STREAM 8.15 CHANNEL RESTORATION PASSABLE STRUCTURE WITH PROPOSED STREAM 7.7A FISH CHANNEL RESTORATION PASSABLE STRUCTURES WITH PROPOSED STREAM 7.8 FISH RESTORATION NE 44TH STREET WITH CHANNEL PASSABLE STRUCTURE AT PROPOSED UNT 08.LW.0283 FISH AND I-405 WITH CHANNEL RESTORATION STRUCTURES AT LAKE WASHINGTON BLVD NE PROPOSED UNT 08.LW.0283 FISH PASSABLE