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HomeMy WebLinkAboutApproved for 3rd Filterra P_Civil Construction Plan Revisions_181002_v2 LWB widening by Southport revision after issuance.pdfNE PARK DRIVE10+00 11+0012+0013+0014+0015+0010+5011+5012+5013+0013+5014+0014+5015+0015+50STA 13+14 (27' RT)SD#A1, 4x6 FILTERRARIM=30.08 FL=29.58IE=26.58 12"(OUT)ESEE DETAILCURB AND GUTTERPER COR STD. PLAN 101ASPHALT PAVING 8" HMASEE DETAILPROPOSED STRIPINGPER CHANNELIZATION PLANSPM01 & PM02 (TYP)END CURB AND GUTTERMATCH EX AT STA 14+87.3 (35.9' RT).3"-6" PRECAST BARRIER, SEEWSDOT STANDARD PLANS:SINGLE-SLOPE CONCRETEBARRIER (PRECAST), C-70.10 &SINGLE-SLOPE CONCRETEBARRIER (PRECAST) TERMINAL,C-75.30.TC 29.76BC 29.26 (MATCH EX)TC 29.50BC 29.00STA10+50 (36.7' RT)TC 29.02BC 28.52STA10+75 (31.7' RT)RELOCATE EX CBRIM=28.45 TC=28.95STA 10+81 (29'RT)INSTALL PER COR STD.PLAN 101.1TC 29.19BC 28.69STA11+00(27.7' RT)TC 29.10BC 28.60STA11+25 (27' RT)TC 29.01BC 28.51STA11+50 (27' RT)TC 28.92BC 28.42STA11+75 (27' RT)TC 29.15BC 28.65STA12+00 (27' RT)TC 29.13BC 28.83STA12+25 (27' RT)TC 29.52BC 29.02STA12+50 (27' RT)TC 29.70BC 29.20STA12+75 (27' RT)TC 30.0BC 29.50STA13+00(27' RT)TC 30.15BC 29.65STA 13+25 (27' RT)BC 29.80STA 13+50(27'RT)BC 30.00STA 13+75(27'RT)STA 14+74.00 (31.2' RT)SD #B1, 4x4 FILTERRARIM=31.44 FL =30.94IE=27.94 12" (OUT)SEE DETAILCONNECT 36" CONCRETEBEVELED END CULVERT TOEXISTING CULVERT W/36"WATERTIGHT COUPLER.IE=20.0SEE DETAILCONNECT NEW 24"BEVELED END CONCRETECULVERT W/ 24"WATERTIGHT COUPLERIE= 20.0SEE DETAILCONNECT NEW 48" CONCRETECULVERTS W/ (4) 48"WATERTIGHT COUPLERSEXTEND CULVERTS THROUGHRETAINING WALLPER STRUCTURAL WALL DETAILSHILFIKER STRUCTURALEARTH RETAINING WALL W/VEHICLE / BICYCLE BARRIERPER STRUCTURAL PLANS12" RCP SD OUTFALLW/ ROCK ARMORIE=19.9SEE DETAIL(TYP)72" AND 48"Ø CONCRETECULVERTS THROUGHRETAINING WALLFOR I.E.'S SEE SHEET C3-212CUSTOM FABRICATED ELBOWSCOUPLED TO EX PIPE PER DETAIL.LWB HILFIKER (MATCH EX CULVERTS).AN ELBOW DESIGN SUBMITTAL SHALLBE SUBMITTED TO AND APPROVED BYTHE CITY PRIOR TO ORDERING OF THERESPECTIVE ELBOW(4) 48" CONCRETECULVERTS THROUGHRETAINING WALL11'TRAVELLANE11' TRAVEL LANE5' BIKELANESTRIPING PER CHANNELIZATIONPLANS PM01 & PM02 (TYP)BC 30.20STA 14+00(27' RT)BC 30.50STA 14+25(27' RT)TC 31.20BC 30.70STA 14+50 (27'RT)TC 31.35BC 30.85STA 14+69.6 (27' RT)TC 31.03BC 31.03STA 14+87.35 (36' RT)PROTECT EXPSE POLEEX 48" SDPROTECT EXPSE POLEGUY LINEPROTECT EX PSEPOLE AND GUY LINE43 LF 12" RCPSD @ 12.5%STA 14+73.6 (38' RT)SD #B2, CB TYPE 1 PERCOR STD. PLAN 200.00W/ METAL COVER PERCOR STD. 204.10RIM=28.0IE=27.34 12"(IN) NWIE=25.0 12"(OUT) SEX 72" SD12" RCP SDOUTFALL W/ROCKARMORIE=20.0SEE SHEET C3-210 FOR GRADINGDETAIL PLAN OF CHANNELEND CURB AND GUTTERSTA 13+27.3 (27.5' RT)PER COR STD. 101.0033 LF 12" RCPSD @ 12.5%STA 13+15.5 (35'.6 RT)SD #A2 CB TYPE 1RIM=29.5IE=25.80 6" (IN) NWIE=24.0 6" (OUT) NESEE DETAILSPIRAL NAIL PERHILFIKER SHOPDRAWINGSNEW LUMINAIRE POLE AND SIGNAT STA 13+03 (27.7' RT)(SEE TRAFFIC PLAN)BEGIN NEWCURB ANDGUTTER ATSTA 10+37 (40'RT)PER COR STD.101.002" HMA OVERLAY TOROADWAY CENTERLINE FOREXTENT OF IMPROVEMENTS(CL 1/2" PG 64-22 PAVEMENTPER WSDOT STDS)7 LF RCP 12"SD @ 14.4%6 LF 12" RCPSD @ 10.0%BEGIN CURB ANDGUTTERSTA 14+47.6 (27.7' RT)PER COR STD 101.00INSTALL 36" ACCESSRISER AT END OF ELBOWAT STA 13+47.18 (12.9' RT)SEE DETAIL9C3-2117C3-2111C3-2121C3-2129C3-21110C3-21112C3-21111C3-21112" RCP SDOUTFALL W/ROCKARMORIE=19.9IE=19.75IE=19.74IE=19.63IE=19.50IE=19.97IE=19.41INSTALL 36" ACCESSRISER AT END OF ELBOWAT STA 13+36.56 (18.7' RT)SEE DETAIL10C3-211NEW LUMINAIRE POLEAT STA 14+66 (30' RT)7C3-211R40'CURB RETURN ATSTA 11+07 (27.0' RT)BEGINHORIZONTALCURVESTA12+09 (27'RT)END HORIZONTALCURVESTA14+20 (27' RT)STA 11+86 (27' RT)SD#C1, 6x8 FILTERRARIM=28.90, FL=28.40IE=24.32 12"(OUT) SWSEE DETAIL4 LF RCP 12"SD @ 2%30.49930.101STA 11+77 (30.6' RT)SD #C2 CB TYPE 1 W/ BEHIVERIM=28.55IE= 24.24 12" (IN) NEIE=24.14 12" (OUT) SESEE DETAIL7 LF HDPE 12" SD @ 2%.CORE DRILL 72" RCP SD.CONNECT 12" HDPE PIPEVIA AN INSERTA TEE ATCENTER.9C3-21112C3-2124% CROSSSLOPE RIDGELegendPROPERTY LINESTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%ASPHALT PAVEMENTPROPERTY LINEASPHALT OVERLAYCONTOUR (INDEX)CONTOUR542" HMA OVERLAY TO ROADWAY CENTERLINE FOR EXTENTOF IMPROVEMENTS (CL 1/2" PG 64-22 PAVEMENT PERWSDOT STDS.)8" HMA ASPHALT PAVINGSEE DETAIL11C3-2112025303540202530354010+0011+0012+0013+0014+0015+00PROPOSED TOP OF CURBBEGIN NEW CURB &GUTTERSTA 10+37 (40' R)PER COR STD. 101.00END CURB & GUTTERAND MATCH W/ EX EPSTA 14+87.3 (35.9' RT)END CURB AND GUTTERSTA 13+27.3 (27.5' RT) PER COR STD 101BEGIN CURB ANDGUTTERSTA 14+47.6 (27.7' RT)PER COR STD 101.00PAVEMENT MARKINGS PLAN AS PART OF THE PM SHEETS AREPROVIDED TO SHOW PAVEMENT MARKINGS ALONG ROADWAY.A MATERIAL SUBMITTAL FOR ALL WATER TIGHT COUPLERS SHALL BE SUBMITTED TO ANDAPPROVED BY THE CITY PRIOR TO ORDERING OF THE RESPECTIVE COUPLER.PAVEMENT RESTORATION SHOULD MEET CITY OF RENTON STANDARDTRENCH RESTORATION & STREET OVERLAY REQUIREMENTS.g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2910/01/2018LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT PR: 14-000082 LUA: 00-156 C17-004398PAVING PLAN AND PROFILEC3-201R-4005088DEVELOPMENT ENGINEERINGrnair 10/05/2018 1Coupling Band for Corrugated Metal Pipes12Filterra Peak Diversion (FTPD) Configuration Details11Storm Round Frame and Cover10Rectangular Solid Metal Cover9Catch Basin Installation4Miscellaneous Details for Drainage Structures3Rectangular Vaned Grate2Rectangular Frameg. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2910/01/2018LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT PR: 14-000082 LUA: 00-156 C17-004398PAVING AND STORM DRAINAGE DETAILSC3-212R-40051111 DEVELOPMENT ENGINEERING rnair 10/05/2018