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Home My WebLink About30% Plans (Submittal Set)INDEX TO DRAWINGSSHT NO.DWG NO.SHEET TITLEGENERALCIVILSIGNALVICINITY MAPPROJECTLOCATION-SCHEDULE A310616302106107109101112504706506507510165410164169161770250710418202203992525205309530p90405pppp50666031211054403555OLYMPIABREMERTONRENTONTACOMAEVERETTKELSOCHEHALISCENTRALIASHELTONANGELESPORTABERDEEN167PROJECTLOCATIONVICINITY MAP12345IN1LA1RS1RS2RS3VICINITY MAP AND INDEXLEGEND, NOTES AND ABBREVIATIONSROADWAY SECTIONS - SHEET 1ROADWAY SECTIONS - SHEET 2ROADWAY SECTIONS - SHEET 3, SCHEDULES B AND C6789101112131415161718192021222324252627RW1SP1SP2SP3RD1RD2RD3RD4RD5RD6SD1SD2SD3SD4SD5SD6WP1WP2CH1CH2CH3CH4RIGHT-OF-WAY & ALIGNMENTSITE PREPARATION - BEGIN TO STA 106+50, INCL SCHEDULE BSITE PREPARATION - STA 106+50 TO STA 116+50SITE PREPARATION - STA 116+50 TO END, INCL SCHEDULE CPLAN AND PROFILE - BEGIN TO STA 101+50, INCL SCHEDULE BPLAN AND PROFILE - STA 101+50 TO 106+50PLAN AND PROFILE - STA 106+50 TO 111+50PLAN AND PROFILE - STA 111+50 TO 116+50PLAN AND PROFILE - STA 116+50 TO ENDPLAN AND PROFILE - SCHEDULE CSTORM PLAN AND PROFILE - BEGIN TO STA 101+50, INCL SCHEDULE BSTORM PLAN AND PROFILE - STA 101+50 TO 106+50STORM PLAN AND PROFILE - STA 106+50 TO 111+50STORM PLAN AND PROFILE - STA 111+50 TO 116+50STORM PLAN AND PROFILE - STA 116+50 TO ENDSTORM PLAN AND PROFILE - SCHEDULE A PROFILES, INCL SCHEDULE CWALL PLAN & PROFILE - WALL B1, SCHEDULE BWALL PLAN & PROFILE - WALL A1CHANNELIZATION, SIGNING & ILLUMINATION - BEGIN TO STA 106+50, INCL SCHEDULE BCHANNELIZATION, SIGNING & ILLUMINATION - STA 106+50 TO STA 116+50CHANNELIZATION, SIGNING & ILLUMINATION - STA 116+50 TO ENDCHANNELIZATION, SIGNING & ILLUMINATION - SCHEDULE CSG1TRAFFIC SIGNAL PLANCITY OF RENTONDUVALL AVENUE NE CORRIDOR IMPROVEMENTS30% REVIEW SUBMITTAL28PROJECTLOCATION-SCHEDULE BPROJECTLOCATION-SCHEDULE CDUVALL AVE SENE 4TH STNE 10TH STNE SUNSET BLVDUNION AVE NENE 3RD ST MONROE AVE NE UNION AVE NE NE SUNSET BLVD NE PARK DRpNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-G.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:1ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDIN132SHEETS NOT INCLUDED IN 30% SUBMITTAL:DRIVEWAY PLAN AND PROFILESCURB RAMP GRADING SHEETSMISCELLANEOUS DETAILSSTORM DETAILSELECTRICAL DETAILSPLANTING DETAILSGRADING TABLESNE 12TH STHOQUIAM AVE SENE 6TH STLANDSCAPELS1LS2LS3LS4LANDSCAPE PLAN - BEGIN TO STA 106+50, INCL SCHEDULE BLANDSCAPE PLAN - STA 106+50 TO STA 116+50LANDSCAPE PLAN - STA 116+50 TO ENDLANDSCAPE PLAN - SCHEDULE C29303132PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comVICINITY MAP AND INDEX FENCE - CHAIN LINK/METAL (EXISTING)FENCE - CHAIN LINK (PROPOSED)CURB/PAVEMENT/SIDEWALK (EXISTING)CENTERLINECONTOUR (EXISTING)CONTOUR (PROPOSED)EASEMENT (PERMANENT)PROPERTY LINE (EXISTING)RIGHT-OF-WAY (EXISTING)BURIED TELEPHONE (EXISTING)WATER (EXISTING)STORM DRAINAGE (EXISTING)SANITARY SEWER (EXISTING)AERIAL POWER (EXISTING)BURIED POWER (EXISTING)BURIED CABLE TELEVISION (EXISTING)GAS (EXISTING)MAIL BOXSIGNTREE (CONIFER)TREE (DECIDUOUS)MONUMENT (SURFACE)STORM DRAIN MANHOLESTORM DRAIN CATCH BASINSANITARY SEWER MANHOLESTORM DRAIN CULVERTGATE/GENERALHYDRANTWATER METERUTILITY POLEPOWER VAULTGAS VALVEABBREVIATIONS:ACAPAPPROXAVEBOTBOWBPCCDFCLRCMPCONCONCCONNCONSTCORCPEPCSBCCSTCCULVDECDETDIPDIADWGEEAELEPEQESTEOPEXFLFOFTGGALVGNDHDPEHMAHORIZHTIDIEASPHALT CONCRETEANGLE POINTAPPROXIMATELYAVENUEBOTTOMBACK OF WALKBEGIN POINTCENTER LINECONTROLLED DENSITY FILLCLEARANCECORRUGATED METAL PIPECONIFEROUSCONCRETECONNECTIONCONSTRUCTIONCITY OF RENTONCORRUGATED POLYETHYLENE PIPECRUSHED SURFACING BASE COURSECRUSHED SURFACING TOP COURSECULVERTDECIDUOUSDETAILDUCTILE IRON PIPEDIAMETERDRAWINGEAST, EASTINGEACHELEVATIONEND POINTEQUALESTIMATEDEDGE OF PAVEMENTEXISTINGFLOW LINEFIBER-OPTICFOOTGASGALVANIZEDGROUNDHIGH DENSITY POLYETHYLENEHOT MIX ASPHALTHORIZONTALHEIGHTINSIDE DIAMETERINVERT ELEVATIONLLINETYPES:PROPOSEDEXISTINGDESCRIPTIONUTILITY POLE ANCHORTELEPHONE RISERTELEPHONE VAULTSAWCUT LINE (PROPOSED)SYMBOLS:SURVEY CONTROL POINTNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-G.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDLA132FENCE - BOARD (EXISTING)DITCH (EXISTING)EDGE OF PAVEMENT (EXISTING)ROCK WALL (EXISTING)STORM DRAINAGE (PROPOSED)FENCE - BOARD (PROPOSED)CURB/PAVEMENT/SIDEWALK (PROPOSED)SIGNAL POLESTREET LIGHTPEDESTRIAN PUSH BUTTONPOWER TRANSFORMERFILTERRACUT LINE (PROPOSED)FILL LINE (PROPOSED)PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comLEGEND, NOTES AND ABBREVIATIONSINCLK.C.L, LTMAXMHMINMPHNNOMNSTNUOCODPAV'TPCPCCPIPSPTPVCPVIRADRDRELOCREQ'DROW, R/WR, RTSSDSDMHSHTSSSSMHSTSTASTDSTLTBBUTCETEMPTHKTYPU/GVERTWW/INCLUDINGKING COUNTYLEFTMAXIMUMMANHOLEMINIMUMMILES PER HOURNORTH, NORTHINGNOMINALNO STEEPER THANNUMBERON CENTEROUTSIDE DIAMETERPAVEMENTPOINT OF CURVATUREPOINT OF COMPOUND CURVATUREPOINT OF INFLECTIONPEDESTRIAN SIGNALPOINT OF TANGENCYPOLYVINYL CHLORIDEPOINT OF VERTICAL INFLECTIONRADIUSROADRELOCATEREQUIREDRIGHT OF WAYRIGHTSLOPE, SOUTHSTORM DRAINSTORM DRAIN MANHOLESHEETSANITARY SEWERSANITARY SEWER MANHOLESTREETSTATIONSTANDARDSTEELTREE BOX BIOFILTRATION UNITTEMPORARY CONSTRUCTION EASEMENTTEMPORARYTHICKTYPICALUNDERGROUNDVERTICALWATER, WESTWITHSURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS:1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER.2.All construction shall be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), asamended by the City of Renton Public Works Department.3.The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require writtenapproval from the City of Renton Public Works Department, Surface Water Utility Section.4.A copy of these approved plans must be on the job site whenever construction is in progress.5.Datum shall be NAVD 88 unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans.6.All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential foron-site erosion has passed.7.All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface WaterUtility Section.8.Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the PublicWorks Department, Surface Water Utility Section.9.All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(1) of the current State of Washington Standard Specification for Road and BridgeConstruction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade sothat the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class “C”, with the exception of PVC pipe. All trench backfill shall becompacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe.10.Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside.11.Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank.12.All catch basin grates shall be depressed 0.10 feet below pavement level.13.Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning/Building/Public Works Administrator.14.Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications:4 - 8 inch rock / 40 - 70% passing;2 - 4 inch rock / 30 - 40% passing; andless than 2 inch rock / 10 - 20% passing.15.All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned,certified as-built drawing of this drainage system will be submitted to the City upon completion.16.Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition.Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction.17.The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public,and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a trafficcontrol plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply.18.Special drainage measures will be required if the project location is within the aquifer protection area (APA).EROSION CONTROL NOTES:1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUSTBE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.2.All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearlyflagged in the field and observed during construction.3.All required sedimentation/erosion control facilities must be constructed and in operation prior to landclearing and/or construction to ensure that sediment laden water does not enter the natural drainagesystem. All erosion and sediment facilities shall be maintained in a satisfactory condition until such timethat clearing and/or construction is complete and potential for on-site erosion has passed. Theimplementation, maintenance, replacement and additions to erosion/sedimentation control systems shallbe the responsibility of the permitee.4.The erosion and sedimentation control systems depicted on this drawing are intended to be minimumrequirements to meet anticipated site conditions. As construction progresses and unexpected or seasonalconditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities willbe necessary to ensure complete siltation control on the proposed site. During the course of construction,it shall be the obligation and responsibility of the permitee to address any new conditions that may becreated by the activities and to provide additional facilities, over and above minimum requirements, as maybe needed, to protect adjacent properties and water quality of the receiving drainage system.5.Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of stormdrainage design, size nor location of pipes, restrictors, channels, or retention facilities.6.During the time period of October 1st through April 30th, all project distributed soil areas greater than5,000 square feet, that are to be left un-worked for more than 12 hours, shall be covered by mulch, soddingor plastic covering.7.In any area which has been stripped of vegetation and where no further work is anticipated for a period 30days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or otherapproved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptableonly during the months of April through September, inclusive. Seeding may proceed, however, whenever itis in the interest of the permitee, but must be augmented with mulching, netting or other treatmentapproved by the City of Renton, outside the specified time period.8.For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence isrequired with a minimum height of three (3) feet, 3:1 side slopes.9.A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spalls shall belocated at all points of vehicular ingress and egress to the construction site.ROADWAY CROWN (PROPOSED) R/W℄EXR/WEXR/W42'42'11'11'11'5'11'TURN LANETRAVEL LANETRAVEL LANETRAVEL LANEBIKE LANE11'TRAVEL LANE6'BIKE LANE3.5'5'EXISTINGPLANTINGSTRIPEXISTINGSIDEWALK0.5'5'EXISTINGSIDEWALK0.5'VARIESAPPX 3.0-3.5%VARIESAPPX 1.9-2.0%5'6'POINT OFVERTICALCONTROL**EXISTINGCHAIN LINKFENCER/W℄EXR/W42'5'SLOPEEASEMENTEXR/W1.5%6'5'11'11'11'11'11'5'TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANEBIKE LANEBIKE LANESIDEWALK3.5'0.5'PROPOSED CROWN**0.5'5.5'5.5'PLANTINGSTRIP1.5%6'SIDEWALK42'2.0'5'EXISTINGSIDEWALK0.5'POINT OFVERTICALCONTROL**3H:1VNST 2H:1V*4H:1VTURN LANEEXR/WEXISTINGCHAIN LINKFENCE4'BIKE LANE1' SHOULDER3.0%2.0%NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RS.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:3ECSMEKMKWCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDRS132ATYPSECTIONNO SCALEDUVALL AVE STA 99+61 TO STA 102+01SCHEDULE A8"2"MATCH EX******MATCH EXBTYPSECTIONNO SCALEDUVALL AVE STA 102+01 TO STA 110+92SCHEDULE AMATCH EX***MATCH EX***4"4"STA 102+01 TO STA 103+41STA 106+59 TO STA 110+924"4"STA 109+84 TO STA 110+865"8"2"5"NOTES:CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOTSTD PLAN F-10.12-03.PERVIOUS CEMENT CONC SIDEWALK.PERMEABLE BALLAST.HMA CL. ½” PG 64-22.CRUSHED SURFACING TOP COURSE.COMPACTED SUBGRADE.SEE LANDSCAPE PLANS.PROTECT EXISTING CURB AND GUTTER TO REMAIN.STRUCTURAL EARTH WALL.BACKFILL FOR STRUCTURAL EARTH WALL.RECYCLED ASPHALT PAVEMENT.PROTECT EXISTING DITCH TO REMAIN.COATED CHAIN LINK FENCE TYPE 4.11112234567891013NOTE:*AS REQUIRED TO FIT IN SLOPE EASEMENT**SEE ROADWAY PROFILE SHEETS FOR CROWN ELEVATIONS***SEE GRADING TABLES (NOT INCL IN 30% SUBMITTAL)STA 100+89 TO STA 102+01STA 103+41 TO STA 106+59MATCH EX***8"2"5"2"***MATCH EXNOTE:*AS REQUIRED TO FIT IN SLOPE EASEMENT**SEE ROADWAY PROFILE SHEETS FOR CROWN ELEVATIONS***SEE GRADING TABLES (NOT INCL IN 30% SUBMITTAL)PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comROADWAY SECTIONSSHEET 1 R/W℄EXR/W42'EXR/W42'5.5'5.5'1.5%3H:1VNST 2H:1V*4H:1V5'11'11'11'11'11'4'TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANEBIKE LANEBIKE LANE0.5'0.5'5'SLOPE &UTILITYEASEMENT6'SIDEWALK3.5'POINT OFVERTICALCONTROL**0.5'TURN LANEPROPOSED CROWN**1'SHOULDER3.0%2.0%1.5%R/W℄EXR/W42'EXR/W42'5'VARIES1.5% MINVARIES6.0% MAXCROWN OFROAD**2.5'5'11'11'11'11'11'5'TURN LANETRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANEBIKE LANEBIKE LANE5.5'5.5'0.5'6'SIDEWALK0.5'3H:1VNST 2H:1V*4H:1VPOINT OFVERTICALCONTROL**6'EXISTINGSIDEWALK0.5'5'1.5%EXR/W5'6'SIDEWALK W/THICKENEDEDGE0.5'NST 4H:1V1.5'MAX5.5'MINSLOPE &UTILITYEASEMENTSLOPE &UTILITYEASEMENTNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RS.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:4ECSMEKMKWCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDRS232CTYPSECTIONNO SCALEDUVALL AVE STA 110+92 TO STA 113+85SCHEDULE AMATCH EX***4"4"DTYPSECTIONNO SCALEDUVALL AVE STA 113+85 TO STA 121+04SCHEDULE AMATCH EX***4"4"VARIES2" MIN8"2"5"8"2"5"STA 115+41 TO STA 116+89STA 118+24 TO STA 118+762"NOTE:*AS REQUIRED TO FIT IN SLOPE EASEMENT**SEE ROADWAY PROFILE SHEETS FOR CROWN ELEVATIONS***SEE GRADING TABLES (NOT INCL IN 30% SUBMITTAL)NOTES:CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOTSTD PLAN F-10.12-03.PERVIOUS CEMENT CONC SIDEWALK.PERMEABLE BALLAST.HMA CL. ½” PG 64-22.CRUSHED SURFACING TOP COURSE.COMPACTED SUBGRADE.SEE LANDSCAPE PLANS.PROTECT EXISTING CURB AND GUTTER TO REMAIN.STRUCTURAL EARTH WALL.BACKFILL FOR STRUCTURAL EARTH WALL.RECYCLED ASPHALT PAVEMENT.PROTECT EXISTING DITCH TO REMAIN.COATED CHAIN LINK FENCE TYPE 4.GRIND AND OVERLAY WITH HMA CL. 12" PG 64-2211112234567891013NOTE:*AS REQUIRED TO FIT IN SLOPE EASEMENT**SEE ROADWAY PROFILE SHEETS FOR CROWN ELEVATIONS***SEE GRADING TABLES (NOT INCL IN 30% SUBMITTAL)2"NOTE TO CITY: EXISTING CROWNVARIES. EXISTING ANDPROPOSED CROWN STATIONS,OFFSETS AND ELEVATIONS WILLBE PROVIDED IN GRADINGTABLES. GRADING TABLES NOTINCLUDED IN 30% SUBMITTAL.14PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comROADWAY SECTIONSSHEET 2NOTE TO CITY:USING CROSS SLOPES AND CROWN LOCATION ASSHOWN AT NEW ROADWAY CENTERLINE WILLRESULT IN LOWERING THE FINISHED SURFACE BY3" AT STN 118+25 (WORST CASE LOCATION) ANDRAISING THE FINISHED SURFACE BY 4" AT STN117+00 (WORST CASE LOCATION). R/W℄EXR/WEXR/W42'42'11'11'11'4'11'11'5'5'4H:1VTRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANEBIKE LANEBIKE LANE0.5'SIDEWALK2'1.5%1.5%2'5'0.5'SIDEWALK5.0'6.0'2.0%2.0%4.5'0.5'0.5'TURN LANE3H:1VNST 2H:1V*EXR/WR/W℄50'EXR/W1.5%VARIESVARIESMIN 5.5'0.5'4H:1V2'3.0%NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RS.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:5ECSMEKMKWCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDRS332ETYPSECTIONNO SCALEDUVALL AVE STA 96+20 TO STA 99+86STA 97+15 TO STA 97+92STA 96+91 TO STA 97+15STA 97+92 TO STA 99+864"4"4"4"EX HMA PAVEMENTMATCH EXMATCH EXSCHEDULE BFTYPSECTIONNO SCALEDUVALL AVE STA 50+84 TO STA 52+22SCHEDULE C4"4"MATCH EX8"2"5"8"2"5"8"2"5"NOTE:*AS REQUIRED TO FIT IN SLOPE EASEMENT**SEE ROADWAY PROFILE SHEETS FOR CROWN ELEVATIONS***SEE GRADING TABLES (NOT INCL IN 30% SUBMITTAL)NOTES:CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOTSTD PLAN F-10.12-03.PERVIOUS CEMENT CONC SIDEWALK.PERMEABLE BALLAST.HMA CL. ½” PG 64-22.CRUSHED SURFACING TOP COURSE.COMPACTED SUBGRADE.SEE LANDSCAPE PLANS.PROTECT EXISTING CURB AND GUTTER TO REMAIN.STRUCTURAL EARTH WALL.BACKFILL FOR STRUCTURAL EARTH WALL.RECYCLED ASPHALT PAVEMENT.PROTECT EXISTING DITCH TO REMAIN.COATED CHAIN LINK FENCE TYPE 4.GRIND AND OVERLAY WITH HMA CL. 12" PG 64-221111223456789101314PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comROADWAY SECTIONSSHEET 3, SCHEDULES B AND C 93+6594+0095+0096+0097+0098+0099+00100+00101+00102+00103+00104+00105+00106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+00121+00122+00123+00123+36BP STA 93+64.84N: 184316.5451E: 1313335.1291EP STA 123+35.94N: 187285.6199E: 1313391.7942PI STA 100+00.00N: 184951.7051E: 1313335.2883PI STA 113+17.25N: 186268.9552E: 1313335.6184PC STA 117+69.32N: 186720.9036E: 1313346.1024PT STA 118+70.40N: 186821.8169E: 1313351.6360N0° 00' 52"E635.16'N0° 00' 52"E1317.25'N1° 19' 44"E452.07'L=101.08'R=1600.00'Δ=3°37'11"N4° 56' 55"E465.54'50+0051+0052+0053+0054+0055+0056+00BP STA 50+00.00N: 181001.8109E: 1313334.8517EP STA 56+00.00N: 181601.8108E: 1313335.0251N0° 01' 00"E600.00'NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RW.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:6ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDRW132HORIZONTAL DATUM:VERTICAL DATUM:HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(91) BASED ONPUBLISHED INFORMATION FROM CITY OF RENTON, POINTDESIGNATIONS 1845 AND 1848.PROJECTION IS WASHINGTON STATE PLANE NORTH ZONE, U.S.SURVEY FEETPOINT DESIGNATION 1845NORTHING: 186170.72EASTING: 1316637.83POINT DESIGNATION 1848NORTHING: 183691.45EASTING: 1311377.41VERTICAL DATUM IS NAVD88 BASED ON PUBLISHED INFORMATIONFROM CITY OF RENTON, POINT DESIGNATION 1848POINT DESIGNATIONELEVATION: 411.281051 185736.52 1313366.97 429.14 XMAG1057 187146.35 1313421.82 406.38 XRC10561 184998.33 1313293.28 437.81 FMON10713 185353.57 1313293.38 436.86 FMON11284 186145.50 1313235.55 423.42 XPKPROJECT CONTROLPT # NORTHING EASTING ELEV DESCDUVALL AVENUE NEPLANPT #10561PLANPT #10713PT #11284PT #1051PT #1057NE 12TH ST NE 10TH ST NE SUNSET BLVDDUVALL AVENUE NEPROPOSED5 FT SLOPE & CONSTRUCTIONEASEMENTPROPOSED5 FT SLOPE, UTILITY &CONSTRUCTION EASEMENTROW CENTERLINEPROPOSED5 FT SLOPE, WALL &CONSTRUCTIONEASEMENTPRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comRIGHT-OF-WAY & ALIGNMENTPROPOSED5 FT SLOPE & CONSTRUCTIONEASEMENT RETAINING WALLSIGN "STOP"SIGN "STOPHERE ON RED"STREET SIGN "DUVALLAVE NE/ NE 10th ST"SIGN "STOP"TRAFFIC CONTROL J-BOXSIGN "STOPHERE ON RED"CONC WALL w/ 4' CHAINLINK FENCE ON TOPCONCPAVERSTEPSTRAFFIC CONTROL J-BOXGRASSGRASSSTOP BAR STOP BARSTOP BARSTOP BAR CROSSWALK 5' BOARD FENCE5' BOARD FENCE ASPH GRASSGRASSGRAVEL CONCWALKLANDSCAPING LANDSCAPINGCONC WALK4' WROUGHT IRON FENCE 4' WROUGHT IRON FENCE6' BOARD FENCEGATE6' BOARD FENCE CONC WALK GRASS LANDSCAPINGCONC WALK8' BOARD FENCE6-10" DEC20" DRIP14" DEC14" DRIP8" CON8" DRIP4-12" DEC25" DRIPCATCH BASINRIM=437.92'IE 12" CONC (N)=434.47'IE 12" CONC (E)=434.47'IE 12" PVC (S)=434.32'BOTTOM OF STRUCTURE=433.07'STORM MANHOLERIM=437.66'IE 12" PVC (N)=433.76'IE 12" PVC (SE)=434.01'IE 12" CONC (SW)=428.74'BOTTOM OF STRUCTURE=427.06'4' CHAIN LINK FENCECATCH BASINRIM=436.99'IE 12" PVC (NW)=433.44'BOTTOM OF STRUCTURE=432.89'SEWER MANHOLERIM=437.84'CENTER OF 8" CHANNEL (E/W)=426.44'CATCH BASINRIM=437.90'IE 12" CONC (NW)=433.50'IE 12" CONC (NE)=428.40'IE 16" CONC (E)=426.05'IE 16" CONC (W)=426.15'BOTTOM OF STRUCTURE=424.60'SEWER MANHOLERIM=437.86'CENTER OF CHANNEL (E/W/S)=425.81'CATCH BASINRIM=437.20'IE 12" PVC (SW)=435.30'BOTTOM OF STRUCTURE=435.30'STA 99+61,32.3'RT97+0098+0099+00100+00101+00STA 96+91,28.4'LTSTA 99+61,29.0'LTSTA 100+17,56.5'LTSTA 99+83,56.3'LTSTA 100+89,53.4'RTBEGINSTA 100+19,32.1'RTCONCPAVERSTEPS12" CONC CULVERTIE=435.17'12" CONC CULVERTIE=435.66'SIGN w/ SINGLE FLASHING LIGHT"SCHOOL SPEED LIMIT 20 MPH"LIGHT w/ DIGITALSPEED LIMIT SIGNSIGN "X-WALK AHEAD"CONC WALL w/ 4' CHAINLINK FENCE ON TOP12" CONC CULVERTIE=431.46'12" CONC CULVERTIE=431.09'GATE6' BOARD FENCE6' BOARD FENCELANDSCAPINGLANDSCAPINGCONC WALKASPH6' BOARD FENCECONC WALKCONC WALKASPH2-8" HOLLY6" DRIP2-8" DEC15" DRIP2-8" DEC15" DRIP10" DEC15" DRIP18" DEC15" DRIP6' BOARD FENCEGATE6' BOARD FENCE3' HOG WIRE FENCE(BROKEN/FALLING OVER)ASPHCONC WALKCATCH BASINRIM=435.13'IE 12" CONC (N)=431.68'IE 8" CONC (E)=432.03'IE 12" CONC (S)=431.73'BOTTOM OF STRUCTURE=430.63'CATCH BASINRIM=437.02'IE 12" CONC (N)=433.57'IE 12" CONC (S)=433.62'BOTTOM OF STRUCTURE=432.77'102+00103+00104+00105+00106+00STA 103+41,42.3'RTENDSTA 105+83,41.3'LTBEGINMATCH LINE STA 101+50 SEE BELOW MATCH LINE STA 101+50 SEE ABOVE MATCH LINE STA 106+50 SEE SHEET SP2DUVALL AVENUE NENE 10TH ST DUVALL AVENUE NEPLANPLANNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SP.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:7ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDSP132SCHEDULE BDEMOLITION NOTES:LEGEND:GENERAL NOTES:SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES.SEE CH PLANS FOR SIGN REMOVAL/RELOCATION AND PAVEMENTMARKING REMOVALS.THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE.ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELDBY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATION FIELD MARKING PRIOR TODEMOLITION ACTIVITIESSEE CH PLAN FOR ILLUMINATION AND SIGNAL EQUIPMENT REMOVALAND RELOCATIONSILT FENCE AND TEMPORARY CONSTRUCTION FENCE SHALL BE 0.5'INSIDE THE LIMITS OF R/W OR TEMPORARY CONSTRUCTIONEASEMENT/LICENSE TO CONSTRUCT EXCEPT AS SHOWN ON THE PLAN.CLEARING AND GRUBBING TO LIMITS OF R/W OR SILTFENCE/TEMPORARY CONSTRUCTION FENCE EXCEPT AS SHOWN ONPLAN.CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATIONSYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FORREMOVAL AND CLEARING AND GRUBBING.ASPHALT PULVERIZATION FOR USEAS RECYCLED PAVEMENTCLEARING AND GRUBBINGSTORM DRAIN INLET PROTECTIONPER WSDOT STD PLAN I-40.20-00SAWCUT LINESILT FENCEREMOVE STORM SEWER PIPE OR CULVERTABANDON STORM SEWER PIPE BYFILLING PIPE WITH CDFTEMPORARY CONSTRUCTION FENCEREMOVE TREEREMOVE BLOCK WALLREMOVE BOARD FENCEABANDON STORM SEWER PIPE BY FILLING PIPE WITH CDFREMOVE WOOD POSTREMOVE TOP RAIL OF CHAIN LINK FENCE AND REPLACEBROKEN CHAIN LINK FENCE SECTIONSREMOVE GATE AND POSTSREMOVE DRAINAGE STRUCTUREPROTECT UTILITY POLE TO REMAINREMOVE STORM SEWER PIPE/CULVERTREMOVE CURB/CURB AND GUTTERRELOCATE HYDRANT. SEE RD PLANS.PLANING BITUMINOUS PAVEMENTREMOVE CEMENT CONCRETESIDEWALKREMOVE CEMENT CONC CURB/CURB AND GUTTERREMOVING ASPHALT CONC.PAVEMENTPRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comSITE PREPARATIONBEGIN TO STA 106+50, INCL SCHEDULE B25 LF32 LFBEGINEND 10" CONC CULVERTIE=428.59'10" CONC CULVERTIE=427.82'SIGN "END SCHOOL ZONE"10" ROUND WOOD POST10" ROUND WOOD POSTFENCE FALLINGOVER IN THIS AREA14" CONC CULVERTIE=421.37'SIGN "SCHOOL SPEEDLIMIT 20 MPH"SIGN w/ FLASHER"SCHOOL SPEED LIMIT20 MPH WHEN FLASHING"12" CMP CULVERTIE=428.57'12" CONC CULVERTIE=422.02'12" CONC CULVERTIE=421.83'4' WOOD RAIL FENCE8' HEDGEASPH24" CON20' DRIP18" CON20' DRIP20" CON22' DRIP12" CON20' DRIP8" CON20' DRIP16" CON20' DRIP14" CON20' DRIP16" CON20' DRIP16" CON20' DRIP16" CON20' DRIP16" CON20' DRIP14" CON20' DRIP14" CON15' DRIPCATCH BASINRIM=421.63'IE 14" CONC (N)=420.18'IE 14" CONC (S)=420.23'BOTTOM OF STRUCTURE=420.18'CATCH BASINRIM=431.90'IE 12" CMP (N)=428.95'IE 8" CONC (E)=429.55'IE 12" CONC (S)=429.10'BOTTOM OF STRUCTURE=428.80'107+00108+00109+00110+00111+00STA 106+59,40.2'LTENDSTA 109+51,41.8'LTBEGINSTA 110+87,46.0'LTENDSTA 110+94,38.5'LTBEGINSIGN "STOP HERE ON RED"LARGE TELEPHONEVAULTSIGN "STOP"SIGN "NO PARKINGBETWEEN SIGNS"SIGN "NO PARKINGBETWEEN SIGNS"BRICK WALLSIGN "PED X-ING"SIGN "STOP HERE ON RED"SIGN "KINGDOM HALLJEHOVA'S WITNESS"STOP BAR STOP BARSTOP BARCROSSWALKASPH ASPHSTOP BAR LANDSCAPINGLANDSCAPINGCONC WALKCONC WALK CONC WALKCONC WALKCONC WALKCONC WALK3-8" DEC12' DRIP2-16" DEC20' DRIP16" CON16' DRIP16" DEC24' DRIP40" CON24' DRIP16" CON20' DRIP20" CON20' DRIP8" DEC5' DRIP14" CON14' DRIP14" CON12' DRIP20" CON20' DRIPSIGN "STOP"SIGN "PED X-ING"SIGN "PED X-ING AHEAD"SIGN "PED X-ING AHEAD"4-18" CON20' DRIP2-18" CON20' DRIP12" CON12' DRIP14" CMP CULVERTw/ GRATE COVERIE=417.35'CATCH BASINRIM=418.89'IE 14" CONC (N)=417.09'IE 14" CONC (S)=417.19'BOTTOM OF STRUCTURE=415.59'CATCH BASINRIM=419.93'IE 14" CONC (N)=418.13'IE 14" CONC (S)=418.18'BOTTOM OF STRUCTURE=416.83'CATCH BASINRIM=420.90'IE 8" CMP (S)=418.85'BOTTOM OF STRUCTURE=418.80'CATCH BASINRIM=421.45'IE 8" CMP (N)=418.85'BOTTOM OF STRUCTURE=416.95'CATCH BASIN (DEBRIS FILLS 12 OF PIPES)RIM=419.08'IE 14" CONC (N)=414.50'IE 14" CMP (SE)=414.50'BOTTOM OF STRUCTURE=414.50'CATCH BASIN (FULL OF DEBRIS)RIM=421.24'IE 8" CMP (N)=418.54'IE 8" CMP (S)=418.64'IE 12" CMP (E)=418.29'IE 12" CMP (W)=418.44'BOTTOM OF STRUCTURE=417.04'SEWER MANHOLERIM=419.61'CENTER OF CHANNEL (E/W/S)=413.51'SEWER MANHOLERIM=418.37'CENTER OF CHANNEL (E/W/S)=412.27'CATCH BASINRIM=417.77'IE 14" CMP (N)=413.27'IE 12" CMP (E)=413.47'IE 16" CMP (S)=413.72'BOTTOM OF STRUCTURE=412.07'CATCH BASINRIM=412.15'IE 18" CMP (N)=407.05'IE 18" CMP (S)=407.17'BOTTOM OF STRUCTURE=406.75'CATCH BASINRIM=414.53'IE 12" CONC (N)=408.43'IE 12" CONC (S)=408.33'BOTTOM OF STRUCTURE=407.53'STA 113+85,26.9'LT112+00113+00114+00115+00116+00STA 113+11,70.2'LTSTA 113+29,70.0'LTSTA 111+73,55.8'LTSTA 111+50,56.5'LTSTA 112+31,60.9'LTSTA 112+72,60.9'LTSTA 114+77,53.3'LTSTA 115+20,54.5'LTSTA 111+70,40.1'LTBEGINSTA 112+34,41.0'LTENDSTA 111+51,39.2'LTENDMATCH LINE STA 111+50, SEE BELOW MATCH LINE STA 111+50, SEE ABOVE MATCH LINE STA 116+50, SEE SHEET SP3 MATCH LINE STA 106+50, SEE SHEET SP1NE 12TH ST DUVALL AVENUE NEDUVALL AVENUE NEPLANPLANNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SP.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:8ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDSP232BEGINDEMOLITION NOTES:LEGEND:GENERAL NOTES:SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES.SEE CH PLANS FOR SIGN REMOVAL/RELOCATION AND PAVEMENTMARKING REMOVALS.THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE.ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELDBY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATION FIELD MARKING PRIOR TODEMOLITION ACTIVITIESSEE CH PLAN FOR ILLUMINATION AND SIGNAL EQUIPMENT REMOVALAND RELOCATIONSILT FENCE AND TEMPORARY CONSTRUCTION FENCE SHALL BE 0.5'INSIDE THE LIMITS OF R/W OR TEMPORARY CONSTRUCTIONEASEMENT/LICENSE TO CONSTRUCT EXCEPT AS SHOWN ON THE PLAN.CLEARING AND GRUBBING TO LIMITS OF R/W OR SILTFENCE/TEMPORARY CONSTRUCTION FENCE EXCEPT AS SHOWN ONPLAN.CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATIONSYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FORREMOVAL AND CLEARING AND GRUBBING.ASPHALT PULVERIZATION FOR USEAS RECYCLED PAVEMENTCLEARING AND GRUBBINGSTORM DRAIN INLET PROTECTIONPER WSDOT STD PLAN I-40.20-00SAWCUT LINESILT FENCEREMOVE STORM SEWER PIPE OR CULVERTABANDON STORM SEWER PIPE BYFILLING PIPE WITH CDFTEMPORARY CONSTRUCTION FENCEREMOVE TREEREMOVE BLOCK WALLREMOVE BOARD FENCEABANDON STORM SEWER PIPE BY FILLING PIPE WITH CDFREMOVE WOOD POSTREMOVE TOP RAIL OF CHAIN LINK FENCE AND REPLACEBROKEN CHAIN LINK FENCE SECTIONSREMOVE GATE AND POSTSREMOVE DRAINAGE STRUCTUREPROTECT UTILITY POLE TO REMAINREMOVE STORM SEWER PIPE/CULVERTREMOVE CURB/CURB AND GUTTERRELOCATE HYDRANT. SEE RD PLANS.PLANING BITUMINOUS PAVEMENTREMOVE CEMENT CONCRETESIDEWALKREMOVE CEMENT CONC CURB/CURB AND GUTTERREMOVING ASPHALT CONC.PAVEMENTPRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comSITE PREPARATIONSTA 106+50 TO STA 116+5020 LF55 LF82 LF48 LF221 LF299 LF SIGN w/ FLASHER"SCHOOL SPEED LIMIT20 MPH WHENFLASHING"SIGNS "HONEY CREEKAPARTMENTS"DIGITAL SPEED LIMITSIGN ON LIGHT POLESIGN "LARGE TRUCKS MUSTUSE SIDE ENTRANCE"SIGN "BIKELANE BEGINS"SIGN "BIKELANE ENDS"SIGN "SCHOOL SPEEDLIMIT 20 MPH"ASPHSTOP BARCONC WALKCONC WALKSTOP BAR14" DEC20' DRIP14" DEC20' DRIP2-14" DEC25' DRIP20" DEC25' DRIP3-16" DEC20' DRIP12" DEC25' DRIP14" DEC20' DRIP14" DEC20' DRIP20" DEC25' DRIP3-14" DEC24' DRIPBOTTOM OF STRUCTURE=406.75'CATCH BASINRIM=407.29'IE 18" CMP (N)=402.89'IE 12" CMP (E)=404.29'IE 18" CMP (S)=402.89'BOTTOM OF STRUCTURE=402.29'(SEDIMENT ON BOTTOM)CATCH BASINRIM=411.16'IE 12" CMP (E)=405.51'IE 12" CMP (W)=405.41'BOTTOM OF STRUCTURE=405.06'STORM MANHOLERIM=404.42'IE 12" CMP (N)=398.62'IE 18" CMP (NE)=398.22'IE 18" CMP (S)=398.52'BOTTOM OF STRUCTURE=395.02'CATCH BASINRIM=404.41'IE 12" CMP (S)=398.86'BOTTOM OF STRUCTURE=398.66'CATCH BASINRIM=404.89'IE 12" CMP (W)=401.99'BOTTOM OF STRUCTURE=399.89'SEWER MANHOLE AND LINELOCATIONS FROM AS-BUILTSSEWER MANHOLE AND LINELOCATIONS FROM AS-BUILTSCATCH BASIN w/ CONC LIP INSIDERIM=404.64'IE 24" PVC (N)=400.44'IE 24" PVC (S)=400.34'BOTTOM OF STRUCTURE=400.34'(UNABLE TO SEE PIPE TO E. DUETO CONC LIP. SHOWN FROM AS-BUILTS)CATCH BASIN w/ CONC LIP INSIDERIM=404.65'IE 24" PVC (N)=399.95'IE 24" PVC (SW)=399.65'BOTTOM OF STRUCTURE=398.15'CATCH BASINRIM=404.68'IE 12" CONC (NW)=401.28'IE 12" CONC (S)=401.28'BOTTOM OF STRUCTURE=400.38'LINES CONNECTED BYUSING AS-BUILTSCATCH BASINRIM=409.48'IE 12" CONC (N)=404.68'IE 12" CONC (S)=404.48'BOTTOM OF STRUCTURE=404.18'STA 119+92,51.6'LT117+00118+00119+00120+00121+00STA 120+26,54.1'LTSTA 117+01,55.3'LTSTA 117+31,55.4'LTSTA 121+24,33.5'LTENDSDMH RIM=400.4614"DEC24"DEC18"DECIE 12" CMPCULV=396.0650+0051+0052+00STA 50+84,30.7'LTSTA 52+22,31.2'LTSTA 51+92,61.9'LTSTA 52+19,62.1'LTMATCH LINE STA 116+50, SEE SHEET SP2 DUVALL AVENUE NEPLANNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SP.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:9ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDSP332SCHEDULE C PLANDUVALL AVENUE NEDEMOLITION NOTES:LEGEND:GENERAL NOTES:SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES.SEE CH PLANS FOR SIGN REMOVAL/RELOCATION AND PAVEMENTMARKING REMOVALS.THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE.ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELDBY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATION FIELD MARKING PRIOR TODEMOLITION ACTIVITIESSEE CH PLAN FOR ILLUMINATION AND SIGNAL EQUIPMENT REMOVALAND RELOCATIONSILT FENCE AND TEMPORARY CONSTRUCTION FENCE SHALL BE 0.5'INSIDE THE LIMITS OF R/W OR TEMPORARY CONSTRUCTIONEASEMENT/LICENSE TO CONSTRUCT EXCEPT AS SHOWN ON THE PLAN.CLEARING AND GRUBBING TO LIMITS OF R/W OR SILTFENCE/TEMPORARY CONSTRUCTION FENCE EXCEPT AS SHOWN ONPLAN.CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATIONSYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FORREMOVAL AND CLEARING AND GRUBBING.ASPHALT PULVERIZATION FOR USEAS RECYCLED PAVEMENTCLEARING AND GRUBBINGSTORM DRAIN INLET PROTECTIONPER WSDOT STD PLAN I-40.20-00SAWCUT LINESILT FENCEREMOVE STORM SEWER PIPE OR CULVERTABANDON STORM SEWER PIPE BYFILLING PIPE WITH CDFTEMPORARY CONSTRUCTION FENCEREMOVE TREEREMOVE BLOCK WALLREMOVE BOARD FENCEABANDON STORM SEWER PIPE BY FILLING PIPE WITH CDFREMOVE WOOD POSTREMOVE TOP RAIL OF CHAIN LINK FENCE AND REPLACEBROKEN CHAIN LINK FENCE SECTIONSREMOVE GATE AND POSTSREMOVE DRAINAGE STRUCTUREPROTECT UTILITY POLE TO REMAINREMOVE STORM SEWER PIPE/CULVERTREMOVE CURB/CURB AND GUTTERRELOCATE HYDRANT. SEE RD PLANS.PLANING BITUMINOUS PAVEMENTREMOVE CEMENT CONCRETESIDEWALKREMOVE CEMENT CONC CURB/CURB AND GUTTERREMOVING ASPHALT CONC.PAVEMENTPRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comSITE PREPARATIONSTA 116+50 TO END, INCL SCHEDULE C267 LF19 LF47 LF33 LF PI STA 100+00.0097+0098+0099+00100+00101+00STA 96+91.0,31.4'LTBEGINSTA 97+21.0,32.0'LTAPSTA 99+60.5,32.0'LTPCSTA 99+85.5,56.3'LTENDSTA 97+15.0,37.4'LTBEGINSTA 97+91.5,37.5'LTENDSTA 99+66.3,38.6'LTBEGINSTA 99+72.3,41.8'LTENDSTA 100+88.5,53.4'RTBEGINSTA 100+89.3,42.5'RTSTA 101+20.2,42.2'RTSTA 101+20.5,38.9'RTSTA 99+61BEGIN430'440'450'430'440'450'96+5097+0098+0099+00100+00101+00101+50435.0435.2435.4435.6435.8436.0436.2436.3436.6 436.8 437.1 437.3 437.5 437.66 437.7 437.87 437.9 438.07 438.1 438.27 438.3 438.43 438.5 438.59 438.7 438.75 438.8 438.90 439.0 0.81%0.65%PVI STA 99+60.51 EL=437.55 PVI STA 100+50.00 EL=438.27 280' VCPVI STA 102+68.89EL=439.68'K=127.70BVC STA 101+28.89 EL=438.78 MATCH LINE STA 101+50, SEE SHEET RD2PLANSCALE IN FEET020401"=4'1"=20'PROFILESCHEDULE BDUVALL AVENUE NENE 10TH ST 8NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:10ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDRD132LEGEND:PERVIOUS CEMENT CONCSIDEWALKHMA CL 12" PG 64-22PAVEMENT OVERLAYCLASS 4000 CEMENT CONCSIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22DRIVEWAY APPROACHHMA CL 12" PG 64-22FULL DEPTH RECYCLED PAVEMENTLANDSCAPE AREA-SEE PLANTINGPLANSEXISTING GRADE ATROW CENTER LINE (TYP)EXISTING GRADE ATROW CENTER LINE (TYP)PROPOSED ROADWAY CROWNVARIES FROM ROW CENTERLINE. SEE ROADWAY SECTIONS.NOTE:WALL B1R=25'NOTES:CEMENT CONC DRIVEWAY ENTRANCE TYPE 1 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE.CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOTSTD PLAN F-10.12-03.CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC TRAFFIC CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC CURB RAMP TYPE PARALLEL A PER WSDOTSTD PLAN F-40-12-03.CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION APER WSDOT STD PLAN F-40.16-03.COATED CHAIN LINK FENCE TYPE 4 PER WSDOT STD PLANL-20.10-03. UTILIZE EXISTING POSTS WHEREUNDAMAGED. REMOVE DAMAGED POSTS IN SIDEWALKAND CONSTRUCT NEW POSTS IN SIDEWALK WHERENECESSARY.RESET EXISTING HYDRANT.STRUCTURAL EARTH WALL. SEE WALL PLANS.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CEMENT CONC DRIVEWAY ENTRANCE TYPE 3 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CONSTRUCT FENCE AT BACK OF SIDEWALK TO MATCHEXISTING REMOVED FENCE.CONSTRUCT 18" MAXIMUM HEIGHT PEDESTRIAN CURBAT BACK OF CURB RAMP AT LOCATION SHOWN.CONSTRUCT COATED CHAIN LINK FENCE TYPE 4 PERWSDOT STD PLAN L-20.10-03 AT BACK OF SIDEWALK. SEEDETAIL X, SHEET Y.INSTALL DOUBLE 14 FT CHAIN LINK GATE PER WSDOT STDPLAN L-30.10-02. INSTALL AT BACK OF DRIVEWAYENTRANCE.INSTALL MONUMENT CASE AND COVER.1234567891011121314151617PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comPLAN AND PROFILEBEGIN TO STA 101+50, INCL SCHEDULE BPROPOSED GRADE ATROW CENTER LINE (TYP)PROPOSED GRADE ATROW CENTER LINE (TYP)1819CROWN AT R/W ℄END 102+00103+00104+00105+00106+00STA 102+01.0,33.0'LTBEGINSTA 105+69.9,32.0'LTSTA 102+31.0,32.0'LTAPSTA 103+40.6,38.8'RTENDSTA 101+20.2,STA 104+17.1,43.0'LTBEGINSTA 102+01.0,0.0'LTBEGIN CROWN TAPERSTA 102+31.0,0.5'RTEND CROWN TAPER430'440'450'430'440'450'101+50102+00103+00104+00105+00106+00106+50438.90439.0438.99439.0439.04439.1439.04439.1438.99439.0438.89438.9438.74438.8438.54438.6 438.29 438.3 438.00 438.1 437.65 437.8 437.27 437.4 436.88 437.0 436.44 436.5 435.94 436.1 435.45 435.5 434.95 435.0 434.39 434.5 433.83 434.0 433.28 433.5 432.72 432.9 -1.55%-1.98%-2.23%PVI STA 104+61.73 EL=436.70 PVI STA 105+50.00 EL=434.95 280' VCPVI STA 102+68.89EL=439.68'K=127.70EVC STA 104+08.89 EL=437.52 -1.55%-1.98%-2.23%PVI STA 104+61.73 EL=436.70 PVI STA 105+50.00 EL=434.95 280' VCPVI STA 102+68.89EL=439.68'K=127.70EVC STA 104+08.89 EL=437.52 MATCH LINE STA 101+50, SEE SHEET RD1 MATCH LINE STA 106+50, SEE SHEET RD3PLANPROFILEDUVALL AVENUE NEEXISTING GRADE ATROW CENTER LINE (TYP)EXISTING GRADE ATROW CENTER LINE (TYP)NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:11ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTNE 10TH STREET TO NE SUNSET BOULEVARDRD23216.0'LEGEND:PERVIOUS CEMENT CONCSIDEWALKHMA CL 12" PG 64-22PAVEMENT OVERLAYCLASS 4000 CEMENT CONCSIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22DRIVEWAY APPROACHHMA CL 12" PG 64-22FULL DEPTH RECYCLED PAVEMENTLANDSCAPE AREA-SEE PLANTINGPLANSPROPOSED ROADWAY CROWNVARIES FROM ROW CENTERLINE. SEE ROADWAY SECTIONS.NOTE:NOTES:CEMENT CONC DRIVEWAY ENTRANCE TYPE 1 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE.CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOTSTD PLAN F-10.12-03.CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC TRAFFIC CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC CURB RAMP TYPE PARALLEL A PER WSDOTSTD PLAN F-40-12-03.CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION APER WSDOT STD PLAN F-40.16-03.COATED CHAIN LINK FENCE TYPE 4 PER WSDOT STD PLANL-20.10-03. UTILIZE EXISTING POSTS WHEREUNDAMAGED. REMOVE DAMAGED POSTS IN SIDEWALKAND CONSTRUCT NEW POSTS IN SIDEWALK WHERENECESSARY.RESET EXISTING HYDRANT.STRUCTURAL EARTH WALL. SEE WALL PLANS.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CEMENT CONC DRIVEWAY ENTRANCE TYPE 3 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CONSTRUCT FENCE AT BACK OF SIDEWALK TO MATCHEXISTING REMOVED FENCE.CONSTRUCT 18" MAXIMUM HEIGHT PEDESTRIAN CURBAT BACK OF CURB RAMP AT LOCATION SHOWN.CONSTRUCT COATED CHAIN LINK FENCE TYPE 4 PERWSDOT STD PLAN L-20.10-03 AT BACK OF SIDEWALK. SEEDETAIL X, SHEET Y.INSTALL DOUBLE 14 FT CHAIN LINK GATE PER WSDOT STDPLAN L-30.10-02. INSTALL AT BACK OF DRIVEWAYENTRANCE.INSTALL MONUMENT CASE AND COVER.1234567891011121314151617PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comPLAN AND PROFILESTA 101+50 TO 106+50PROPOSED GRADE ATROW CENTER LINE (TYP)PROPOSED GRADE ATROW CENTER LINE (TYP)1819CROWN 0.5'RTOF R/W ℄ PMX #1051SET MAG NAIL107+00108+00109+00110+00111+00STA 110+92.2,32.5'LTSTA 110+81.0,36.0'LTAPSTA 106+59.5,43.0'LTENDSTA 109+51.0,45.0'LTBEGINSTA 110+84.8,45.0'LTENDSTA 109+84.0,42.0'LTBEGINSTA 110+85.8,40.5'LTEND420'430'440'420'430'440'106+50107+00108+00109+00110+00111+00111+50432.72432.9432.16432.4431.60431.8431.04431.3430.49430.8429.95430.3429.42429.8428.90429.3 428.40 428.7 427.90 428.2 427.41 427.7 426.92 427.2 426.43 426.7 425.94 426.2 425.45 425.7 424.96 425.2 424.47 424.6 423.90 424.1 423.34 423.5 422.77 423.0 422.20 422.4 -1.96%-2.27%PVI STA 110+50.00 EL=424.47 150' VCPVI STA 108+00.00EL=429.37'K=552.22BVC STA 107+25.00EL=431.04 EVC STA 108+75.00 EL=427.90 MATCH LINE STA 111+50, SEE SHEET RD4 MATCH LINE STA 106+50, SEE SHEET RD2 PLANPROFILEDUVALL AVENUE NEEXISTING GRADE ATROW CENTER LINE (TYP)EXISTING GRADE ATROW CENTER LINE (TYP)NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:12ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDRD332WALL A1LEGEND:PERVIOUS CEMENT CONCSIDEWALKHMA CL 12" PG 64-22PAVEMENT OVERLAYCLASS 4000 CEMENT CONCSIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22DRIVEWAY APPROACHHMA CL 12" PG 64-22FULL DEPTH RECYCLED PAVEMENTLANDSCAPE AREA-SEE PLANTINGPLANSPROPOSED ROADWAY CROWNVARIES FROM ROW CENTERLINE. SEE ROADWAY SECTIONS.NOTE:NOTES:CEMENT CONC DRIVEWAY ENTRANCE TYPE 1 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE.CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOTSTD PLAN F-10.12-03.CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC TRAFFIC CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC CURB RAMP TYPE PARALLEL A PER WSDOTSTD PLAN F-40-12-03.CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION APER WSDOT STD PLAN F-40.16-03.COATED CHAIN LINK FENCE TYPE 4 PER WSDOT STD PLANL-20.10-03. UTILIZE EXISTING POSTS WHEREUNDAMAGED. REMOVE DAMAGED POSTS IN SIDEWALKAND CONSTRUCT NEW POSTS IN SIDEWALK WHERENECESSARY.RESET EXISTING HYDRANT.STRUCTURAL EARTH WALL. SEE WALL PLANS.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CEMENT CONC DRIVEWAY ENTRANCE TYPE 3 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CONSTRUCT FENCE AT BACK OF SIDEWALK TO MATCHEXISTING REMOVED FENCE.CONSTRUCT 18" MAXIMUM HEIGHT PEDESTRIAN CURBAT BACK OF CURB RAMP AT LOCATION SHOWN.CONSTRUCT COATED CHAIN LINK FENCE TYPE 4 PERWSDOT STD PLAN L-20.10-03 AT BACK OF SIDEWALK. SEEDETAIL X, SHEET Y.INSTALL DOUBLE 14 FT CHAIN LINK GATE PER WSDOT STDPLAN L-30.10-02. INSTALL AT BACK OF DRIVEWAYENTRANCE.INSTALL MONUMENT CASE AND COVER.1234567891011121314151617PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comPLAN AND PROFILESTA 106+50 TO 111+50PROPOSED GRADE ATROW CENTER LINE (TYP)PROPOSED GRADE ATROW CENTER LINE (TYP)1819CROWN 0.5'RTOF R/W ℄ PI STA 113+17.25112+00113+00114+00115+00116+00STA 115+10.0,35.0'LTSTA 112+50.5,32.0'LTSTA 111+61.0,32.0'LTSTA 113+31.5,57.5'LTPCSTA 113+30.3,70.0'LTBEGINSTA 113+09.4,46.6'LTENDSTA 112+94.4,32.0'LTPCSTA 113+84.6,26.9'LTSTA 113+84.6,29.9'RTSTA 115+41.0,41.0'LTBEGINSTA 112+96.0,0.5'RTBEGIN CROWN TAPERSTA 113+85.0,2.5'LTEND CROWN TAPERSTA 113+56.4,35.0'LTPT410'420'430'410'420'430'111+50112+00113+00114+00115+00116+00116+50422.20422.4421.64421.9421.17421.4420.70420.8420.23420.3419.76419.7419.14419.2418.87418.9 418.40 418.4 418.00 418.0 417.60 417.6 417.11 417.1 416.51 416.5 416.00 416.0 415.51 415.5 414.97 415.0 414.42 414.4 413.87 413.9 413.33 413.3 412.83 412.8 412.37 412.4 -2.48%-1.08%-1.87%-1.79%-2.42%-2.02%-1.97%-2.19%-1.80%-1.58%-1.88%PVI STA 111+75.00EL=421.64PVI STA 112+75.00EL=419.76PVI STA 113+00.00EL=419.14PVI STA 113+24.37EL=418.88PVI STA 113+49.98 EL=418.40 PVI STA 113+97.60EL=417.65 PVI STA 114+17.90 EL=417.28 PVI STA 114+49.43 EL=416.52 PVI STA 114+76.47EL=415.97 PVI STA 115+05.80 EL=415.39 PVI STA 116+12.81 EL=413.05 PVI STA 116+46.20 EL=412.44-2.48%-1.08%-1.87%-1.79%-2.42%-2.02%-1.97%-2.19%-1.80%-1.58%-1.88%PVI STA 111+75.00EL=421.64PVI STA 112+75.00EL=419.76PVI STA 113+00.00EL=419.14PVI STA 113+24.37EL=418.88PVI STA 113+49.98 EL=418.40 PVI STA 113+97.60EL=417.65 PVI STA 114+17.90 EL=417.28 PVI STA 114+49.43 EL=416.52 PVI STA 114+76.47EL=415.97 PVI STA 115+05.80 EL=415.39 PVI STA 116+12.81 EL=413.05 PVI STA 116+46.20 EL=412.44 MATCH LINE STA 111+50, SEE SHEET RD3 MATCH LINE STA 116+50, SEE SHEET RD5PLANPROFILEEXISTING GRADE ATROW CENTER LINE (TYP)EXISTING GRADE ATROW CENTER LINE (TYP)DUVALL AVENUE NENE 12TH STNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:13ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDRD43244.0'29.0'18.0'R=25'R=15'LEGEND:PERVIOUS CEMENT CONCSIDEWALKHMA CL 12" PG 64-22PAVEMENT OVERLAYCLASS 4000 CEMENT CONCSIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22DRIVEWAY APPROACHHMA CL 12" PG 64-22FULL DEPTH RECYCLED PAVEMENTLANDSCAPE AREA-SEE PLANTINGPLANSPROPOSED ROADWAY CROWNVARIES FROM ROW CENTERLINE. SEE ROADWAY SECTIONS.NOTE:NOTES:CEMENT CONC DRIVEWAY ENTRANCE TYPE 1 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE.CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOTSTD PLAN F-10.12-03.CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC TRAFFIC CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC CURB RAMP TYPE PARALLEL A PER WSDOTSTD PLAN F-40-12-03.CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION APER WSDOT STD PLAN F-40.16-03.COATED CHAIN LINK FENCE TYPE 4 PER WSDOT STD PLANL-20.10-03. UTILIZE EXISTING POSTS WHEREUNDAMAGED. REMOVE DAMAGED POSTS IN SIDEWALKAND CONSTRUCT NEW POSTS IN SIDEWALK WHERENECESSARY.RESET EXISTING HYDRANT.STRUCTURAL EARTH WALL. SEE WALL PLANS.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CEMENT CONC DRIVEWAY ENTRANCE TYPE 3 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CONSTRUCT FENCE AT BACK OF SIDEWALK TO MATCHEXISTING REMOVED FENCE.CONSTRUCT 18" MAXIMUM HEIGHT PEDESTRIAN CURBAT BACK OF CURB RAMP AT LOCATION SHOWN.CONSTRUCT COATED CHAIN LINK FENCE TYPE 4 PERWSDOT STD PLAN L-20.10-03 AT BACK OF SIDEWALK. SEEDETAIL X, SHEET Y.INSTALL DOUBLE 14 FT CHAIN LINK GATE PER WSDOT STDPLAN L-30.10-02. INSTALL AT BACK OF DRIVEWAYENTRANCE.INSTALL MONUMENT CASE AND COVER.1234567891011121314151617PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comPLAN AND PROFILESTA 111+50 TO 116+50PROPOSED GRADE ATROW CENTER LINE (TYP)PROPOSED GRADE ATROW CENTER LINE (TYP)1819CROWN 0.5'RTOF R/W ℄CROWN 2.5'LTOF R/W ℄ PC STA 117+69.32PT STA 118+70.40117+00118+00119+00120+00121+00STA 121+24.0,33.0'LTEND33.0'30.5'STA 120+10.8,35.0'LTSTA 117+15.5,35.0'LTSTA 121+24.0,0.0'LTEND CROWN TAPERSTA 120+27.2,27.4'LTSTA 116+88.7,41.0'LTENDSTA 118+24.6,41.0'LTBEGINSTA 118+76.1,41.0'LTENDSTA 120+29.0,2.5'LTBEGIN CROWN TAPER400'410'420'400'410'420'116+50117+00118+00119+00120+00121+00121+50412.37412.4411.86411.9411.36411.4410.86410.8410.35410.3409.85409.9409.33409.3408.77408.8408.21408.2 407.65 407.6 407.17 407.2 406.73 406.7 406.32 406.3 405.92 406.0 405.61 405.7 405.40 405.4 405.29 405.3 405.29 405.4 405.39 405.6 405.60 405.6 405.90 405.9 -2.01%-2.24%-1.77%-1.59%0.93%PVI STA 117+91.78EL=409.51 PVI STA 118+83.12 EL=407.47 PVI STA 119+34.44 EL=406.56 PVI STA 121+33.55EL=405.68 150' VCPVI STA 120+43.06EL=404.84'K=59.75BVC STA 119+68.06 EL=406.03 EVC STA 121+18.06 EL=405.53 -2.01%-2.24%-1.77%-1.59%0.93%PVI STA 117+91.78EL=409.51 PVI STA 118+83.12 EL=407.47 PVI STA 119+34.44 EL=406.56 PVI STA 121+33.55EL=405.68 150' VCPVI STA 120+43.06EL=404.84'K=59.75BVC STA 119+68.06 EL=406.03 EVC STA 121+18.06 EL=405.53 MATCH LINE STA 116+50, SEE SHEET RD4 DUVALL AVENUE NEPLANSCALE IN FEET020401"=4'1"=20'PROFILEEXISTING GRADE ATROW CENTER LINE (TYP)EXISTING GRADE ATROW CENTER LINE (TYP)NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:14ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDRD532LEGEND:PERVIOUS CEMENT CONCSIDEWALKHMA CL 12" PG 64-22PAVEMENT OVERLAYCLASS 4000 CEMENT CONCSIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22DRIVEWAY APPROACHHMA CL 12" PG 64-22FULL DEPTH RECYCLED PAVEMENTLANDSCAPE AREA-SEE PLANTINGPLANSPROPOSED ROADWAY CROWNVARIES FROM ROW CENTERLINE. SEE ROADWAY SECTIONS.NOTE:NOTES:CEMENT CONC DRIVEWAY ENTRANCE TYPE 1 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE.CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOTSTD PLAN F-10.12-03.CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC TRAFFIC CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC CURB RAMP TYPE PARALLEL A PER WSDOTSTD PLAN F-40-12-03.CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION APER WSDOT STD PLAN F-40.16-03.COATED CHAIN LINK FENCE TYPE 4 PER WSDOT STD PLANL-20.10-03. UTILIZE EXISTING POSTS WHEREUNDAMAGED. REMOVE DAMAGED POSTS IN SIDEWALKAND CONSTRUCT NEW POSTS IN SIDEWALK WHERENECESSARY.RESET EXISTING HYDRANT.STRUCTURAL EARTH WALL. SEE WALL PLANS.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CEMENT CONC DRIVEWAY ENTRANCE TYPE 3 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CONSTRUCT FENCE AT BACK OF SIDEWALK TO MATCHEXISTING REMOVED FENCE.CONSTRUCT 18" MAXIMUM HEIGHT PEDESTRIAN CURBAT BACK OF CURB RAMP AT LOCATION SHOWN.CONSTRUCT COATED CHAIN LINK FENCE TYPE 4 PERWSDOT STD PLAN L-20.10-03 AT BACK OF SIDEWALK. SEEDETAIL X, SHEET Y.INSTALL DOUBLE 14 FT CHAIN LINK GATE PER WSDOT STDPLAN L-30.10-02. INSTALL AT BACK OF DRIVEWAYENTRANCE.INSTALL MONUMENT CASE AND COVER.1234567891011121314151617PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comPLAN AND PROFILESTA 116+50 TO ENDPROPOSED GRADE ATROW CENTER LINE (TYP)PROPOSED GRADE ATROW CENTER LINE (TYP)1819CROWN 2.5'LTOF R/W ℄ 51+0052+0053+0051+0052+0053+00DUVALL AVENUE NESCHEDULE C PLANSCALE IN FEET01020NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:15ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDRD63222.0'LEGEND:PERVIOUS CEMENT CONCSIDEWALKHMA CL 12" PG 64-22PAVEMENT OVERLAYCLASS 4000 CEMENT CONCSIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22DRIVEWAY APPROACHHMA CL 12" PG 64-22FULL DEPTH RECYCLED PAVEMENTLANDSCAPE AREA-SEE PLANTINGPLANSNOTES:CEMENT CONC DRIVEWAY ENTRANCE TYPE 1 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE.CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOTSTD PLAN F-10.12-03.CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC TRAFFIC CURB PER WSDOT STD PLANF-10.12-03.CEMENT CONC CURB RAMP TYPE PARALLEL A PER WSDOTSTD PLAN F-40-12-03.CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION APER WSDOT STD PLAN F-40.16-03.COATED CHAIN LINK FENCE TYPE 4 PER WSDOT STD PLANL-20.10-03. UTILIZE EXISTING POSTS WHEREUNDAMAGED. REMOVE DAMAGED POSTS IN SIDEWALKAND CONSTRUCT NEW POSTS IN SIDEWALK WHERENECESSARY.RESET EXISTING HYDRANT.STRUCTURAL EARTH WALL. SEE WALL PLANS.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CEMENT CONC DRIVEWAY ENTRANCE TYPE 3 PER WSDOTSTD PLAN F-80.10-04 WITH MODIFIED 10" CONCRETETHICKNESS.CONSTRUCT FENCE AT BACK OF SIDEWALK TO MATCHEXISTING REMOVED FENCE.CONSTRUCT 18" MAXIMUM HEIGHT PEDESTRIAN CURBAT BACK OF CURB RAMP AT LOCATION SHOWN.CONSTRUCT COATED CHAIN LINK FENCE TYPE 4 PERWSDOT STD PLAN L-20.10-03 AT BACK OF SIDEWALK. SEEDETAIL X, SHEET Y.INSTALL DOUBLE 14 FT CHAIN LINK GATE PER WSDOT STDPLAN L-30.10-02. INSTALL AT BACK OF DRIVEWAYENTRANCE.INSTALL MONUMENT CASE AND COVER.1234567891011121314151617PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comPLAN AND PROFILESCHEDULE C1819 TRAFFIC CONTROL J-BOX TRAFFIC CONTROL J-BOX CATCH BASINRIM=437.92'IE 12" CONC (N)=434.47'IE 12" CONC (E)=434.47'IE 12" PVC (S)=434.32'BOTTOM OF STRUCTURE=433.07' STORM MANHOLERIM=437.66'IE 12" PVC (N)=433.76'IE 12" PVC (SE)=434.01'IE 12" CONC (SW)=428.74'BOTTOM OF STRUCTURE=427.06' CATCH BASINRIM=436.99'IE 12" PVC (NW)=433.44'BOTTOM OF STRUCTURE=432.89' SEWER MANHOLERIM=437.84'CENTER OF 8" CHANNEL (E/W)=426.44' CATCH BASINRIM=437.90'IE 12" CONC (NW)=433.50'IE 12" CONC (NE)=428.40' IE 16" CONC (E)=426.05'IE 16" CONC (W)=426.15'BOTTOM OF STRUCTURE=424.60' SEWER MANHOLERIM=437.86'CENTER OF CHANNEL (E/W/S)=425.81' CATCH BASINRIM=437.20'IE 12" PVC (SW)=435.30'BOTTOM OF STRUCTURE=435.30' PI STA 100+00.00 97+00 98+00 99+00 100+00 101+00 SD#2 430' 440' 450' 430' 440' 450' 96+50 97+00 98+00 99+00 100+00 101+00 101+50435.0435.2435.4435.6435.8436.0436.2436.3436.6436.8437.1437.3437.5437.66437.7437.87437.9438.07438.1438.27438.3438.43438.5438.59438.7438.75438.8438.90439.0SD#1EXST CB TYPE 2-48"STA 96+90 29.9' LRIM EL=434.94 IE=430.46 OUT (S)IE=430.66 IN (12", N) 271 LF 12" CPEP S=1.12% SD#2CB TYPE ISTA 99+61 31.0' LRIM EL=436.83 IE=433.70 OUT (12", S) 0.81%0.65%0.81%0.65%MATCH LINE STA 101+50, SEE SHEET SD2PLAN SCALE IN FEET 0 20 40 1"=4' 1"=20' PROFILE DUVALL AVENUE NE NE 10TH STNUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg Public Works Department CITY OF RENTON BY:DATE: NOT FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16 ECS MKW MKW CMC DEC 2016 DUVALL AVE NE NE 10TH STREET TO NE SUNSET BOULEVARD SD1 32 PROPOSED GRADE AT ROW CENTER LINE (TYP) EXISTING GRADE AT ROW CENTER LINE (TYP) NOTES: CATCH BASIN TYPE 1 PER WSDOT STD PLAN B-5.20-01. CONNECTION TO DRAINAGE STRUCTURE. 4'X6' OFFLINE TREE BOX BIOFILTRATION UNIT SEE STORM DRAINAGE LATERAL PROFILE SHEET SD6 1 2 3 GENERAL NOTES: 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2.ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER WSDOT STD PLAN B-30.30-01 UNLESS OTHERWISE NOTED IN PROFILES. 3.SEE SHEET 2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4 PRE LI MI N A R Y % REVIEW SUBMITTAL30 1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.com STORM PLAN AND PROFILE BEGIN TO STA 101+50, INCL SCHEDULE B EXISTING GRADE AT ROW CENTER LINE (TYP) PROPOSED GRADE AT ROW CENTER LINE (TYP) SCHEDULE B PROPOSED ROADWAY CROWN VARIES FROM ROW CENTER LINE. SEE ROADWAY SECTIONS. NOTE: CROWN AT R/W ℄ CONC WALL w/ 4' CHAINLINK FENCE ON TOP CATCH BASINRIM=435.13'IE 12" CONC (N)=431.68' IE 8" CONC (E)=432.03'IE 12" CONC (S)=431.73'BOTTOM OF STRUCTURE=430.63' CATCH BASINRIM=437.02'IE 12" CONC (N)=433.57'IE 12" CONC (S)=433.62'BOTTOM OF STRUCTURE=432.77' BOTTOM OF STRUCTURE=433.07' 102+00 103+00 104+00 105+00 106+00 SD#4SD#3 430' 440' 450' 430' 440' 450' 101+50 102+00 103+00 104+00 105+00 106+00 106+50438.96439.0439.05439.0439.07439.1439.06439.1439.03439.0438.93438.9438.78438.8438.57438.6438.32438.3438.06438.1437.75437.8437.36437.4436.96437.0436.53436.5436.05436.1435.55435.5435.03435.0434.50434.5433.97434.0433.45433.5432.93432.9SD#4CB TYPE ISTA 104+65 31.1' LRIM EL=435.60IE=432.66 IN (6", W) IE=431.85 OUT (12", N) 250 LF 12" CPEP S= 2 . 3 4 % 10 LF 6" PVC S=0.50% SD#34'X6' OFFLINE TBBUSTA 104+55, 32.0'LTRIM EL=436.25IE=432.71 OUT (6", N) -1.55% -1.98% -2.23% -1.55% -1.98% -2.23%MATCH LINE STA 101+50, SEE SHEET SD1MATCH LINE STA 106+50, SEE SHEET SD3PLAN PROFILE DUVALL AVENUE NE EXISTING GRADE AT ROW CENTER LINE (TYP) EXISTING GRADE AT ROW CENTER LINE (TYP) NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg Public Works Department CITY OF RENTON BY:DATE: NOT FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 17 ECS MKW MKW CMC DEC 2016 DUVALL AVE NE NE 10TH STREET TO NE SUNSET BOULEVARD SD2 32 EXISTING GAS MAIN CONFLICT - STA 104+50 TO STA 113+00 PRE LI MI N A R Y % REVIEW SUBMITTAL30 1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.com STORM PLAN AND PROFILE STA 101+50 TO 106+50 PROPOSED GRADE AT ROW CENTER LINE (TYP) PROPOSED GRADE AT ROW CENTER LINE (TYP) PROPOSED ROADWAY CROWN VARIES FROM ROW CENTER LINE. SEE ROADWAY SECTIONS. NOTE: CROWN 0.5'RTOF R/W ℄ NOTES: CATCH BASIN TYPE 1 PER WSDOT STD PLAN B-5.20-01. CONNECTION TO DRAINAGE STRUCTURE. 4'X6' OFFLINE TREE BOX BIOFILTRATION UNIT SEE STORM DRAINAGE LATERAL PROFILE SHEET SD6 1 2 3 GENERAL NOTES: 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2.ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER WSDOT STD PLAN B-30.30-01 UNLESS OTHERWISE NOTED IN PROFILES. 3.SEE SHEET 2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4 PMX #1051SET MAG NAIL FENCE FALLINGOVER IN THIS AREA 12" CMP CULVERTIE=428.57' 12" CONC CULVERTIE=422.02' 12" CONC CULVERTIE=421.83'CATCH BASINRIM=431.90'IE 12" CMP (N)=428.95'IE 8" CONC (E)=429.55'IE 12" CONC (S)=429.10'BOTTOM OF STRUCTURE=428.80' 107+00 108+00 109+00 110+00 111+00 SD#5 SD#6 SD#7 SD#8 SD#9 SD#10 420' 430' 440' 420' 430' 440' 106+50 107+00 108+00 109+00 110+00 111+00 111+50432.93432.9432.38432.4431.85431.8431.33431.3430.81430.8430.29430.3429.78429.8429.27429.3428.75428.7428.22428.2427.68427.7427.15427.2426.66426.7426.17426.2425.68425.7425.16425.2424.63424.6424.10424.1423.54423.5422.96423.0422.40422.4253 LF 12" CPEP S=1.9 6 % 253 LF 12" CPEP S=2. 1 9 % SD#6CB TYPE ISTA 107+15 31.0' LRIM EL=430.74IE=426.01 IN (12", S)IE=426.01 IN (12", E) IE=427.83 IN (6", W) IE=426.01 OUT (12", N) 6 LF 6" PVC S=-0.50% SD#9CB TYPE ISTA 109+68 31.0' LRIM EL=425.52IE=421.06 IN (12", S)IE=421.06 IN (12", E)IE=422.60 IN (6", W)IE=421.06 OUT (12", N) SD#54'X6' OFFLINE TBBU STA 107+05, 32.0' LTRIM EL=431.42 IE=427.88 OUT (6", N) 6 LF 6" PVC S=0.50% SD#84'X6' OFFLINE TBBUSTA 109+58, 32.0'LTRIM EL=425.19IE=421.65 OUT (6", N) -1.96% -2.27% -1.96% -2.27%MATCH LINE STA 111+50, SEE SHEET SD4MATCH LINE STA 106+50, SEE SHEET SD2PLAN PROFILE DUVALL AVENUE NE EXISTING GRADE AT ROW CENTER LINE (TYP) EXISTING GRADE AT ROW CENTER LINE (TYP) NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg Public Works Department CITY OF RENTON BY:DATE: NOT FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 18 ECS MKW MKW CMC DEC 2016 DUVALL AVE NE NE 10TH STREET TO NE SUNSET BOULEVARD SD3 32 EXISTING GAS MAIN CONFLICT - STA 104+50 TO STA 113+00 PRE LI MI N A R Y % REVIEW SUBMITTAL30 1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.com STORM PLAN AND PROFILE STA 106+50 TO 111+50 PROPOSED GRADE AT ROW CENTER LINE (TYP) PROPOSED GRADE AT ROW CENTER LINE (TYP) PROPOSED ROADWAY CROWN VARIES FROM ROW CENTER LINE. SEE ROADWAY SECTIONS. NOTE: CROWN 0.5'RTOF R/W ℄ NOTES: CATCH BASIN TYPE 1 PER WSDOT STD PLAN B-5.20-01. CONNECTION TO DRAINAGE STRUCTURE. 4'X6' OFFLINE TREE BOX BIOFILTRATION UNIT SEE STORM DRAINAGE LATERAL PROFILE SHEET SD6 1 2 3 GENERAL NOTES: 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2.ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER WSDOT STD PLAN B-30.30-01 UNLESS OTHERWISE NOTED IN PROFILES. 3.SEE SHEET 2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4 LARGE TELEPHONEVAULT 14" CMP CULVERT w/ GRATE COVERIE=417.35' CATCH BASINRIM=420.90'IE 8" CMP (S)=418.85'BOTTOM OF STRUCTURE=418.80'CATCH BASINRIM=421.45'IE 8" CMP (N)=418.85'BOTTOM OF STRUCTURE=416.95' CATCH BASIN (DEBRIS FILLS 12 OF PIPES)RIM=419.08'IE 14" CONC (N)=414.50' IE 14" CMP (SE)=414.50'BOTTOM OF STRUCTURE=414.50' CATCH BASIN (FULL OF DEBRIS)RIM=421.24'IE 8" CMP (N)=418.54'IE 8" CMP (S)=418.64'IE 12" CMP (E)=418.29'IE 12" CMP (W)=418.44'BOTTOM OF STRUCTURE=417.04' SEWER MANHOLERIM=419.61' CENTER OF CHANNEL (E/W/S)=413.51' SEWER MANHOLERIM=418.37'CENTER OF CHANNEL (E/W/S)=412.27' CATCH BASINRIM=417.77'IE 14" CMP (N)=413.27'IE 12" CMP (E)=413.47'IE 16" CMP (S)=413.72'BOTTOM OF STRUCTURE=412.07'CATCH BASINRIM=412.15'IE 18" CMP (N)=407.05'IE 18" CMP (S)=407.17'BOTTOM OF STRUCTURE=406.75' PI STA 113+17.25 112+00 113+00 114+00 115+00 116+00 SD#11 SD#12 410' 420' 430' 410' 420' 430' 111+50 112+00 113+00 114+00 115+00 116+00 116+50422.40422.4421.88421.9421.37421.4420.83420.8420.29420.3419.75419.7419.24419.2418.87418.9418.40418.4418.01418.0417.60417.6417.11417.1416.51416.5416.00416.0415.51415.5414.98415.0414.43414.4413.87413.9413.33413.3412.83412.8412.37412.4SD#11CB TYPE ISTA 112+20 31.0' LRIM EL=420.14IE=415.54 IN (12", S)IE=415.54 OUT (12", N) 215 LF 12" CPEP S=2. 0 0 % SD#12CB TYPE ISTA 114+34 34.0' LRIM EL=415.83IE=411.24 IN (12", S) IE=411.24 OUT (12", N) 250 LF 12" CPEP S=1.76% -2.48%-1.08%-1.87% -1.79%-2.42%-2.02%-1.97% -2.19% -1.80% -1.58% -1.88% -2.48%-1.08%-1.87% -1.79%-2.42%-2.02%-1.97% -2.19% -1.80% -1.58% -1.88%MATCH LINE STA 111+50, SEE SHEET SD3MATCH LINE STA 116+50, SEE SHEET SD5PLAN PROFILE EXISTING GRADE AT ROW CENTER LINE (TYP) EXISTING GRADE AT ROW CENTER LINE (TYP) DUVALL AVENUE NENE 12TH STNUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg Public Works Department CITY OF RENTON BY:DATE: NOT FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 19 ECS MKW MKW CMC DEC 2016 DUVALL AVE NE NE 10TH STREET TO NE SUNSET BOULEVARD SD4 32 EXISTING GAS MAIN CONFLICT - STA 104+50 TO STA 113+00 PRE LI MI N A R Y % REVIEW SUBMITTAL30 1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.com STORM PLAN AND PROFILE STA 111+50 TO 116+50 PROPOSED GRADE AT ROW CENTER LINE (TYP) PROPOSED GRADE AT ROW CENTER LINE (TYP) PROPOSED ROADWAY CROWN VARIES FROM ROW CENTER LINE. SEE ROADWAY SECTIONS. NOTE: CROWN 0.5'RTOF R/W ℄ CROWN 2.5'LTOF R/W ℄ NOTES: CATCH BASIN TYPE 1 PER WSDOT STD PLAN B-5.20-01. CONNECTION TO DRAINAGE STRUCTURE. 4'X6' OFFLINE TREE BOX BIOFILTRATION UNIT SEE STORM DRAINAGE LATERAL PROFILE SHEET SD6 1 2 3 GENERAL NOTES: 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2.ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER WSDOT STD PLAN B-30.30-01 UNLESS OTHERWISE NOTED IN PROFILES. 3.SEE SHEET 2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4 CONC WALK CONC WALK BOTTOM OF STRUCTURE=4 0 6 . 7 5 ' CATCH BASIN RIM=407.29' IE 18" CMP (N)=402.89' IE 12" CMP (E)=404.29' IE 18" CMP (S)=402.89' BOTTOM OF STRUCTURE=40 2 . 2 9 ' (SEDIMENT ON BOTTOM) CATCH BASIN RIM=411.16' IE 12" CMP (E)=405.51' IE 12" CMP (W)=405.41' BOTTOM OF STRUCTURE=4 0 5 . 0 6 ' STORM MANHOLE RIM=404.42' IE 12" CMP (N)=398.62' IE 18" CMP (NE)=398.22' IE 18" CMP (S)=398.52' BOTTOM OF STRUCTURE=395 . 0 2 ' CATCH BASIN RIM=404.41' IE 12" CMP (S)=398.86' BOTTOM OF STRUCTURE=398 . 6 6 ' CATCH BASIN RIM=404.89' IE 12" CMP (W)=401.99' BOTTOM OF STRUCTURE=399 . 8 9 ' SEWER MANHOLE AND LINE LOCATIONS FROM AS-BUILTS SEWER MANHOLE AND LINE LOCATIONS FROM AS-BUILTS CATCH BASIN w/ CONC LIP IN S I D E RIM=404.64' IE 24" PVC (N)=400.44' IE 24" PVC (S)=400.34' BOTTOM OF STRUCTURE=40 0 . 3 4 ' (UNABLE TO SEE PIPE TO E. D U E TO CONC LIP. SHOWN FROM A S - B U I L T S ) LINES CONNECTED BY USING AS-BUILTS PC STA 117+69.32 PT STA 118+70.40 117+00 118+00 119+00 120+00 121+00 SD#13 SD#14 SD#15 390' 400' 410' 420' 390' 400' 410' 420' 116+50 117+00 118+00 119+00 120+00 121+00 121+50412.37412.4411.87411.9411.36411.4410.84410.8410.32410.3409.85409.9409.34409.3408.78408.8408.20408.2407.65407.6407.17407.2406.71406.7406.34406.3405.99406.0405.66405.7405.37405.4405.33405.3405.40405.4405.56405.6405.65405.6405.85405.9250 LF 12" CPEP S=2. 0 8 % SD#14CB TYPE ISTA 119+33 34.0' LRIM EL=406.23IE=401.63 IN (12", S) IE=401.63 OUT (12", N) 123 LF 12" CPEP S=1.34% SD#15CB TYPE IBI-DIRECTIONAL VANED GRATESTA 120+55 33.4' LRIM EL=404.59IE=399.99 IN (12", S) IE=399.99 OUT (12", N) 7 LF 12" CPEP S=6.76% 57 LF 24" CPEP S=1.37% SD#17EXST MH - 48STA 121+19 32.4' LRIM EL=404.64 IE=400.44 IN (E)IE=400.44 IN (N) SD#16EXST MH - 72STA 120+62 34.7' LRIM EL=405.23 IE=392.35 IN (NE)IE=392.35 OUT (SW) SD#13CB TYPE ISTA 116+84 34.0' LRIM EL=411.44 IE=406.84 IN (12", S)IE=406.84 OUT (12", N) IE=400.34 OUT (24", S) IE=399.55 IN (24", N)IE=399.55 IN (12", S) -2.01% -2.24% -1.77%-1.59%0.93% -2.01% -2.24% -1.77%-1.59%0.93%MATCH LINE STA 116+50, SEE SHEET SD4DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 1"=4' 1"=20' PROFILE EXISTING GRADE AT ROW CENTER LINE (TYP) EXISTING GRADE AT ROW CENTER LINE (TYP) NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg Public Works Department CITY OF RENTON BY:DATE: NOT FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 20 ECS MKW MKW CMC DEC 2016 DUVALL AVE NE NE 10TH STREET TO NE SUNSET BOULEVARD SD5 32PRE LI MI N A R Y % REVIEW SUBMITTAL30 1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.com STORM PLAN AND PROFILE STA 116+50 TO END PROPOSED GRADE AT ROW CENTER LINE (TYP) PROPOSED GRADE AT ROW CENTER LINE (TYP) PROPOSED ROADWAY CROWN VARIES FROM ROW CENTER LINE. SEE ROADWAY SECTIONS. NOTE: CROWN 2.5'LT OF R/W ℄ NOTES: CATCH BASIN TYPE 1 PER WSDOT STD PLAN B-5.20-01. CONNECTION TO DRAINAGE STRUCTURE. 4'X6' OFFLINE TREE BOX BIOFILTRATION UNIT SEE STORM DRAINAGE LATERAL PROFILE SHEET SD6 1 2 3 GENERAL NOTES: 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2.ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER WSDOT STD PLAN B-30.30-01 UNLESS OTHERWISE NOTED IN PROFILES. 3.SEE SHEET 2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4 SDMH RIM=400.46SDMH RIM=400.46EXST SD#20EXST MH - 48STA 51+18 24.1' LRIM EL=400.46 SD#18CB TYPE ISTA 51+04 45.2' LRIM EL=399.49IE=395.00 OUT (12", NE) 25 LF 12" CPEP S=1.00% IE=394.75 IN (12", SW) 420' 430' 440' 420' 430' 440' -0+20 0+00 1+00 2+00 2+20431.0431.5431.0SD#6CB TYPE ISTA 107+15 31.0' LRIM EL=430.74IE=426.01 IN (12", S) IE=426.01 IN (12", E) IE=427.83 IN (6", W)IE=426.01 OUT (12", N) 63 LF 12" CPEP S=0.92% SD#7CB TYPE ISOLID METAL COVERSTA 107+15 32.0' RRIM EL=430.59IE=426.59 OUT (12", W) 420' 430' 440' 420' 430' 440' -0+20 0+00 1+00 2+00 2+20425.8426.3425.8SD#9CB TYPE ISTA 109+68 31.0' LRIM EL=425.52IE=421.06 IN (12", S)IE=421.06 IN (12", E) IE=422.60 IN (6", W)IE=421.06 OUT (12", N) 63 LF 12" CPEP S=1.41% SD#10CB TYPE ISOLID METAL COVERSTA 109+68 32.0' RRIM EL=425.45IE=421.95 OUT (12", W) DUVALL AVENUE NE SCHEDULE C PLAN SCALE IN FEET 0 10 20 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg Public Works Department CITY OF RENTON BY:DATE: NOT FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 21 ECS MKW MKW CMC DEC 2016 DUVALL AVE NE NE 10TH STREET TO NE SUNSET BOULEVARD SD6 32 ADDITIONAL SURVEY REQUIRED TO COMPLETE STORM DRAIN DESIGN THIS AREA. 1"=4' 1"=20' PROFILE 1"=4' 1"=20' PROFILE NOTE: DUVALL AVE NE - STA 107+15 LATERAL DUVALL AVE NE - STA 109+68 LATERAL PRE LI MI N A R Y % REVIEW SUBMITTAL30 1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.com STORM PLAN AND PROFILE SCHEDULE A PROFILES, INCL SCHEDULE C NOTES: CATCH BASIN TYPE 1 PER WSDOT STD PLAN B-5.20-01. CONNECTION TO DRAINAGE STRUCTURE. 4'X6' OFFLINE TREE BOX BIOFILTRATION UNIT SEE STORM DRAINAGE LATERAL PROFILE SHEET SD6 1 2 3 GENERAL NOTES: 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2.ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER WSDOT STD PLAN B-30.30-01 UNLESS OTHERWISE NOTED IN PROFILES. 3.SEE SHEET 2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4 200+00200+82BP STA 200+00.0EP STA 200+82.5PI STA 200+04.0PI STA 200+10.0PI STA 200+80.5=STA 97+15.0=STA 97+11.0=STA 97+21.0=STA 97+91.5=STA 97+95.0430'432'434'436'438'440'442'444'430'440'200+00200+10200+20200+30200+40200+50200+60200+70200+80200+90434.94437.4434.99437.6435.03437.7435.08437.8435.12437.8435.16437.8435.21437.9435.25437.9 435.29 438.0 435.34 437.8 435.38 438.2 435.42 438.6 435.47 438.8 435.51 438.3 435.56 437.8 435.60 437.4 0.87%PVI STA 200+04.0EL=434.94PVI STA 200+81.5EL=435.61DUVALL AVENUE NEWALL B1 PLANSCALE IN FEET01020NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-WP.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:22ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDWP1321"=4'1"=10'PROFILEEXISTING GRADE ATBACK OF WALLFINISHED GRADE ATFRONT OF WALLEXISTING GRADE ATBACK OF WALLFINISHED GRADE ATFRONT OF WALLR/W LINEPRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comWALL PLAN & PROFILEWALL B1, SCHEDULE B 109+83110+00110+87BP STA 109+83.0PI STA 109+84.0PI STA 110+81.2PI STA 110+86.5EP STA 110+87.5420'422'424'426'428'430'432'420'430'109+80109+90110+00110+10110+20110+30110+40110+50110+60110+70110+80110+90425.74429.3425.65429.3425.56429.1425.46429.0425.37429.0425.28429.0425.19429.0425.09429.0425.00429.0 424.91 429.0 424.81 429.0 424.72 428.9 424.63 428.8 424.54 428.7 424.44 428.5 424.35 428.4 424.26 428.3 424.16 428.2 424.07 428.1 423.98 428.0 423.89 426.8 -1.86%PVI STA 109+83.0EL=425.78PVI STA 110+87.5EL=423.84DUVALL AVENUE NEWALL A1 PLANSCALE IN FEET01020NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-WP.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:23ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDWP2321"=4'1"=10'PROFILEEXISTING GRADE ATBACK OF WALLFINISHED GRADE ATFRONT OF WALLEXISTING GRADE ATBACK OF WALLFINISHED GRADE ATFRONT OF WALLPRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comWALL PLAN & PROFILEWALL A1R/W LINE TRAFFIC CONTROL J-BOXTRAFFIC CONTROL J-BOXSTA 100+83, 6.0'RTSTA 101+38,5.0'LTSTA 100+83,32.0'LTSTA 100+37, 6.0'RTSTA 100+37,17.0'RTSTA 100+37,28.0'RTSTA 100+38, 5.0'LTSTA 100+37, 16.0'LTSTA 100+37,27.0'LTSTA 99+56, 16.0'LTSTA 99+56,27.0'LTSTA 98+30, 5.0'LTSTA 98+30, 16.0'LTSTA 98+30, 27.0'LTSTA 96+20, 0.5'RTSTA 96+20, 10.5'LTSTA 96+20, 21.5'LTSTA 98+80,6.0'RTSTA 97+95, 6.0'RTSTA 97+95, 17.0'RTSTA 97+95, 28.0'RTSTA 96+20, 11.5'RTSTA 96+20, 22.5'RTSTA 99+70, 6.0'RTSTA 99+70, 17.0'RTSTA 99+70,28.0'RTSTA 99+70, 5.0'LT97+0098+0099+00100+00101+00STA 99+70,33.0'RTSTA 100+01,45.9'LTSTA 99+87,46.2'LTTRAFFIC CONTROL J-BOX("ABANDONED" MARKED IN PAINT)STA 102+38, 5.0'LT102+00103+00104+00105+00106+00STA 102+38, 6.0'RTMATCH LINE STA 101+50 SEE BELOW MATCH LINE STA 101+50 SEE ABOVE MATCH LINE STA 106+50 SEE SHEET CH2DUVALL AVENUE NENE 10TH ST DUVALL AVENUE NER-SIGN LEGEND:INSTALL NEW SIGN ON NEW POSTRELOCATE EXISTING SIGN TO NEW POSTREMOVE AND SALVAGE EXISTING SIGNEXISTING SIGNNEW SIGNX-S-ILLUMINATION LEGEND:NEW DECORATIVE ROADWAY POLE AND LUMINAIRENEW DECORATIVE PEDESTRIAN POLE AND LUMINAIRETYPE 1 JUNCTION BOXTYPE 2 JUNCTION BOXCONDUIT/WIRE NOTE, SEE SCHEDULES ON SHEET XXL10L11ENDBEGINPLANPLAN11'11'11'11'11'11'11'11'11'11'11'11'11'11'11'11'11'11'11'11'11'11'11'11'6'5'6'5'5'4'4'5'11'11'11'11'11'6'5'11'11'11'11'11'5'5'R-1SPEED LIMITR-2X-WALK AHEADNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-CH.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:24ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDCH1326'5'11'CHANNELIZATION NOTES:INSTALL RPM DOUBLE YELLOWCENTER LINE, PER CITY OFRENTON STD PLAN H001INSTALL RPM TWO-WAY LEFTTURN LANE LINE, PER CITY OFRENTON STD PLAN H001INSTALL RPM APPROACH LINE,PER CITY OF RENTON STD PLANH002INSTALL RPM LANE LINE, PER CITYOF RENTON STD PLAN H002INSTALL WHITE PAINTED WIDELINE PER WSDOT STD PLANM-20.10-02INSTALL PLASTIC TRAFFICARROWS, PER CITY OF RENTONSTD PLAN SP H009INSTALL PLASTIC TWO-WAY LEFTTURN ARROWS, PER CITY OFRENTON STD PLAN SP H006INSTALL WHITE PAINTED BICYCLELANE SYMBOL PER CITY OFRENTON STD PLAN SP H009.2INSTALL 18" PLASTIC STOP LINE,PER CITY OF RENTON STD PLAN SPH008INSTALL PLASTIC CROSSWALKLINES PER CITY OF RENTON STDPLAN 127.REMOVE PAVEMENT MARKING(PLASTIC EXCEPT AS NOTEDOTHERWISE)ILLUMINATION NOTES:CONSTRUCT DECORATIVE PEDESTRIAN LUMINAIRE,POLE AND FOUNDATION. SEE LUMINAIRE POLESCHEDULE ON SHEET XX.CONSTRUCT DECORATIVE ROADWAY LUMINAIRE,POLE AND FOUNDATION. SEE LUMINAIRE POLESCHEDULE ON SHEET XX.CONSTRUCT JUNCTION BOX TYPE 1, CONCRETE PADAND LIGHTING UNDERGROUND SYSTEM ADJACENTTO POLE PER COR STD PLAN 119 AND 120, EXCEPTMODIFY PAD TO MATCH PLANTER WIDTH WHEREAPPLICABLE.CONSTRUCT JUNCTION BOX TYPE 2 AND CONCRETEPAD PER COR STD 120.EXISTING LIGHT STANDARD TO BE REMOVED BYOTHERS.EXISTING LUMINAIRE AND LIGHT STANDARD TOREMAIN.REMOVE POLE FOUNDATION AND ABANDONCONDUIT.REMOVE EXISTING JUNCTION BOX AND ABANDONCONDUIT.SIGNAL NOTES:PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comCHANNELIZATION, SIGNING & ILLUMINATIONBEGIN TO STA 106+50, INCL SCHEDULE BREMOVE EXISTING JUNCTION BOX AND ABANDON CONDUIT.REMOVE AND SALVAGE EXISTING RADAR SPEED LIMIT SIGNFROM EXISTING STREET LIGHT STANDARD. ATTACH ANDINSTALL NEW SOLAR POWERED RADAR SPEED LIMIT SIGN TONEW STREET LIGHT STANDARD.REMOVE EXISTING SOLAR POWERED FLASHING BEACON ANDREINSTALL AT LOCATION SHOWN.PRESERVE AND PROTECT EXISTING FLASHING BEACONSIGNAL STANDARD, FOUNDATION AND EQUIPMENT ATEXISTING LOCATION. STA 110+96, 6.0'RT107+00108+00109+00110+00111+00STA 110+96,5.0'LTSTA 111+96,6.0'RTSTA 112+96, 5.0'LTSTA 112+96, 16.0'LTSTA 112+96,27.0'LTSTA 112+96, 6.0'RTSTA 112+96,17.0'RTSTA 112+96, 28.0'RTSTA 114+02, 3.0'RTSTA 114+87, 8.0'LTSTA 113+87, 3.0'RTSTA 113+87,14.0'RTSTA 113+87, 25.0'RTSTA 113+87, 8.0'LTSTA 113+87,19.0'LTSTA 114+02,34.0'LTSTA 113+87,30.0'LTSTA 115+87, 8.0'LT112+00113+00114+00115+00116+00STA 113+11,44.8'LTSTA 113+21,44.9'LTSTA 115+87,3.0'RTMATCH LINE STA 111+50, SEE BELOW MATCH LINE STA 111+50, SEE ABOVE MATCH LINE STA 116+50, SEE SHEET CH3 MATCH LINE STA 106+50, SEE SHEET CH1NE 12TH ST DUVALL AVENUE NEDUVALL AVENUE NEPLANPLANR-SIGN LEGEND:INSTALL NEW SIGN ON NEW POSTRELOCATE EXISTING SIGN TO NEW POSTREMOVE AND SALVAGE EXISTING SIGNEXISTING SIGNNEW SIGNX-S-ILLUMINATION LEGEND:NEW DECORATIVE ROADWAY POLE AND LUMINAIRENEW DECORATIVE PEDESTRIAN POLE AND LUMINAIRETYPE 1 JUNCTION BOXTYPE 2 JUNCTION BOXCONDUIT/WIRE NOTE, SEE SCHEDULES ON SHEET XXL16L12L14L18L13L15L17L19L20L21L24L22L23L25L26ENDBEGINENDBEGIN11'11'11'11'5'5'11'11'11'22'11'11'5'5'11'11'22'11'11'5'5'11'11'11'11'11'5'5'11'11'11'11'11'5'5'5'5'11'11'11'11'11'R-3END SCHOOL ZONER-4STREETR-5XWALKR-6STOP HERER-7XWALK AHEADNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-CH.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:25ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDCH232SEE SHEET SG1CHANNELIZATION NOTES:INSTALL RPM DOUBLE YELLOWCENTER LINE, PER CITY OFRENTON STD PLAN H001INSTALL RPM TWO-WAY LEFTTURN LANE LINE, PER CITY OFRENTON STD PLAN H001INSTALL RPM APPROACH LINE,PER CITY OF RENTON STD PLANH002INSTALL RPM LANE LINE, PER CITYOF RENTON STD PLAN H002INSTALL WHITE PAINTED WIDELINE PER WSDOT STD PLANM-20.10-02INSTALL PLASTIC TRAFFICARROWS, PER CITY OF RENTONSTD PLAN SP H009INSTALL PLASTIC TWO-WAY LEFTTURN ARROWS, PER CITY OFRENTON STD PLAN SP H006INSTALL WHITE PAINTED BICYCLELANE SYMBOL PER CITY OFRENTON STD PLAN SP H009.2INSTALL 18" PLASTIC STOP LINE,PER CITY OF RENTON STD PLAN SPH008INSTALL PLASTIC CROSSWALKLINES PER CITY OF RENTON STDPLAN 127.REMOVE PAVEMENT MARKING(PLASTIC EXCEPT AS NOTEDOTHERWISE)ILLUMINATION NOTES:CONSTRUCT DECORATIVE PEDESTRIAN LUMINAIRE,POLE AND FOUNDATION. SEE LUMINAIRE POLESCHEDULE ON SHEET XX.CONSTRUCT DECORATIVE ROADWAY LUMINAIRE,POLE AND FOUNDATION. SEE LUMINAIRE POLESCHEDULE ON SHEET XX.CONSTRUCT JUNCTION BOX TYPE 1, CONCRETE PADAND LIGHTING UNDERGROUND SYSTEM ADJACENTTO POLE PER COR STD PLAN 119 AND 120, EXCEPTMODIFY PAD TO MATCH PLANTER WIDTH WHEREAPPLICABLE.CONSTRUCT JUNCTION BOX TYPE 2 AND CONCRETEPAD PER COR STD 120.EXISTING LIGHT STANDARD TO BE REMOVED BYOTHERS.EXISTING LUMINAIRE AND LIGHT STANDARD TOREMAIN.REMOVE POLE FOUNDATION AND ABANDONCONDUIT.REMOVE EXISTING JUNCTION BOX AND ABANDONCONDUIT.11'SIGNAL NOTES:PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comCHANNELIZATION, SIGNING & ILLUMINATIONSTA 106+50 TO STA 116+50REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUIT.REMOVE AND SALVAGE EXISTING RADAR SPEED LIMIT SIGNFROM EXISTING STREET LIGHT STANDARD. ATTACH ANDINSTALL NEW SOLAR POWERED RADAR SPEED LIMIT SIGN TONEW STREET LIGHT STANDARD.REMOVE EXISTING SOLAR POWERED FLASHING BEACON ANDREINSTALL AT LOCATION SHOWN.PRESERVE AND PROTECT EXISTING FLASHING BEACONSIGNAL STANDARD, FOUNDATION AND EQUIPMENT ATEXISTING LOCATION.S-2NO CROSSINGS-1NO CROSSING STA 117+69, 8.0'LTSTA 119+79, 3.0'RTSTA 120+29, 14.0'RTSTA 120+29, 25.0'RTSTA 119+79,8.0'LTSTA 120+29,19.0'LTSTA 120+79, 4.7'RTSTA 120+79, 15.8'RTSTA 120+79, 26.8'RTSTA 120+79, 6.8'LTSTA 120+79, 18.1'LTSTA 121+24,6.0'RTSTA 121+24,5.6'LTSTA 121+24,17.3'LTSTA 121+24,17.5'RTSTA 121+24,28.5'RTSTA 121+24,28.0'LTSTA 117+69, 3.0'RTSTA 117+69, 19.0'LTSTA 117+69, 14.0'RTSTA 117+69, 25.0'RTSTA 117+69, 30.0'LTSTA 118+70, 3.0'RTSTA 118+70, 8.0'LTSTA 118+70, 14.0'RTSTA 118+70, 25.0'RTSTA 118+70, 19.0'LTSTA 118+70, 30.0'LTSTA 120+29,30.0'LTSTA 120+79,29.0'LTSTA 121+57,28.0'LT117+00118+00119+00120+00121+00STA 120+29,8.0'LTMATCH LINE STA 116+50, SEE SHEET CH2DUVALL AVENUE NEPLANR-SIGN LEGEND:INSTALL NEW SIGN ON NEW POSTRELOCATE EXISTING SIGN TO NEW POSTREMOVE AND SALVAGE EXISTING SIGNEXISTING SIGNNEW SIGNX-S-L28L27L29L30L31L32L335'11'5'11'11'11'11'11'5'5'5'11'11.5'11.6'11.7'10.7'ENDBEGINR-8SCH ZONER-9SCH ZONE AHEADR-10XWALK AHEADX-1END BIKE LANENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-CH.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:26ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDCH332CHANNELIZATION NOTES:INSTALL RPM DOUBLE YELLOWCENTER LINE, PER CITY OFRENTON STD PLAN H001INSTALL RPM TWO-WAY LEFTTURN LANE LINE, PER CITY OFRENTON STD PLAN H001INSTALL RPM APPROACH LINE,PER CITY OF RENTON STD PLANH002INSTALL RPM LANE LINE, PER CITYOF RENTON STD PLAN H002INSTALL WHITE PAINTED WIDELINE PER WSDOT STD PLANM-20.10-02INSTALL PLASTIC TRAFFICARROWS, PER CITY OF RENTONSTD PLAN SP H009INSTALL PLASTIC TWO-WAY LEFTTURN ARROWS, PER CITY OFRENTON STD PLAN SP H006INSTALL WHITE PAINTED BICYCLELANE SYMBOL PER CITY OFRENTON STD PLAN SP H009.2INSTALL 18" PLASTIC STOP LINE,PER CITY OF RENTON STD PLAN SPH008INSTALL PLASTIC CROSSWALKLINES PER CITY OF RENTON STDPLAN 127.REMOVE PAVEMENT MARKING(PLASTIC EXCEPT AS NOTEDOTHERWISE)ILLUMINATION NOTES:CONSTRUCT DECORATIVE PEDESTRIAN LUMINAIRE,POLE AND FOUNDATION. SEE LUMINAIRE POLESCHEDULE ON SHEET XX.CONSTRUCT DECORATIVE ROADWAY LUMINAIRE,POLE AND FOUNDATION. SEE LUMINAIRE POLESCHEDULE ON SHEET XX.CONSTRUCT JUNCTION BOX TYPE 1, CONCRETE PADAND LIGHTING UNDERGROUND SYSTEM ADJACENTTO POLE PER COR STD PLAN 119 AND 120, EXCEPTMODIFY PAD TO MATCH PLANTER WIDTH WHEREAPPLICABLE.CONSTRUCT JUNCTION BOX TYPE 2 AND CONCRETEPAD PER COR STD 120.EXISTING LIGHT STANDARD TO BE REMOVED BYOTHERS.EXISTING LUMINAIRE AND LIGHT STANDARD TOREMAIN.REMOVE POLE FOUNDATION AND ABANDONCONDUIT.REMOVE EXISTING JUNCTION BOX AND ABANDONCONDUIT.ILLUMINATION LEGEND:NEW DECORATIVE ROADWAY POLE AND LUMINAIRENEW DECORATIVE PEDESTRIAN POLE AND LUMINAIRETYPE 1 JUNCTION BOXTYPE 2 JUNCTION BOXCONDUIT/WIRE NOTE, SEE SCHEDULES ON SHEET XXSIGNAL NOTES:PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comCHANNELIZATION, SIGNING & ILLUMINATIONSTA 116+50 TO ENDREMOVE EXISTING JUNCTION BOX AND ABANDON CONDUIT.REMOVE AND SALVAGE EXISTING RADAR SPEED LIMIT SIGNFROM EXISTING STREET LIGHT STANDARD. ATTACH ANDINSTALL NEW SOLAR POWERED RADAR SPEED LIMIT SIGN TONEW STREET LIGHT STANDARD.REMOVE EXISTING SOLAR POWERED FLASHING BEACON ANDREINSTALL AT LOCATION SHOWN.PRESERVE AND PROTECT EXISTING FLASHING BEACONSIGNAL STANDARD, FOUNDATION AND EQUIPMENT ATEXISTING LOCATION. 51+0052+00DUVALL AVENUE NESCHEDULE C PLANR-SIGN LEGEND:INSTALL NEW SIGN ON NEW POSTRELOCATE EXISTING SIGN TO NEW POSTREMOVE AND SALVAGE EXISTING SIGNEXISTING SIGNNEW SIGNX-S-ILLUMINATION LEGEND:NEW DECORATIVE ROADWAY POLE AND LUMINAIRENEW DECORATIVE PEDESTRIAN POLE AND LUMINAIRETYPE 1 JUNCTION BOXTYPE 2 JUNCTION BOXCONDUIT/WIRE NOTE, SEE SCHEDULES ON SHEET XX5'NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-CH.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:27ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDCH432CHANNELIZATION NOTES:INSTALL RPM DOUBLE YELLOWCENTER LINE, PER CITY OFRENTON STD PLAN H001INSTALL RPM TWO-WAY LEFTTURN LANE LINE, PER CITY OFRENTON STD PLAN H001INSTALL RPM APPROACH LINE,PER CITY OF RENTON STD PLANH002INSTALL RPM LANE LINE, PER CITYOF RENTON STD PLAN H002INSTALL WHITE PAINTED WIDELINE PER WSDOT STD PLANM-20.10-02INSTALL PLASTIC TRAFFICARROWS, PER CITY OF RENTONSTD PLAN SP H009INSTALL PLASTIC TWO-WAY LEFTTURN ARROWS, PER CITY OFRENTON STD PLAN SP H006INSTALL WHITE PAINTED BICYCLELANE SYMBOL PER CITY OFRENTON STD PLAN SP H009.2INSTALL 18" PLASTIC STOP LINE,PER CITY OF RENTON STD PLAN SPH008INSTALL PLASTIC CROSSWALKLINES PER CITY OF RENTON STDPLAN 127.REMOVE PAVEMENT MARKING(PLASTIC EXCEPT AS NOTEDOTHERWISE)ILLUMINATION NOTES:CONSTRUCT DECORATIVE PEDESTRIAN LUMINAIRE,POLE AND FOUNDATION. SEE LUMINAIRE POLESCHEDULE ON SHEET XX.CONSTRUCT DECORATIVE ROADWAY LUMINAIRE,POLE AND FOUNDATION. SEE LUMINAIRE POLESCHEDULE ON SHEET XX.CONSTRUCT JUNCTION BOX TYPE 1, CONCRETE PADAND LIGHTING UNDERGROUND SYSTEM ADJACENTTO POLE PER COR STD PLAN 119 AND 120, EXCEPTMODIFY PAD TO MATCH PLANTER WIDTH WHEREAPPLICABLE.CONSTRUCT JUNCTION BOX TYPE 2 AND CONCRETEPAD PER COR STD 120.EXISTING LIGHT STANDARD TO BE REMOVED BYOTHERS.EXISTING LUMINAIRE AND LIGHT STANDARD TOREMAIN.REMOVE POLE FOUNDATION AND ABANDONCONDUIT.REMOVE EXISTING JUNCTION BOX AND ABANDONCONDUIT.RELOCATE JUNCTION BOX TO BEHIND SIDEWALK IFPOSSIBLE. IF NOT RELOCATING, ADJUST JUNCTIONBOX TO FINISHED GRADE AND REPLACE COVER WITHADA COMPLIANT SURFACE.RELOCATE "ENDBIKE LANE" SIGNEXISTINGCHANNELIZATIONPRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comCHANNELIZATION, SIGNING & ILLUMINATIONSCHEDULE C STA 113+54,41.4'LTSIGNAL ILLUMINATION LEGEND:JUNCTION BOXES (TYPES 1, 2, 8)TYPE PS SIGNAL POLESIGNAL POLE W/ LUMINAIREPEDESTRIAN SIGNAL HEADVEHICLE SIGNAL HEADEMERGENCY PRE-EMPTION DETECTORMAST ARM SIGNSIGNAL CONTROLLER CABINETSIGNAL SERVICE CABINETSIGNAL/ILLUMINATION CONDUITPOLE IDENTIFIERCONDUIT/WIRE NOTE, SEE SCHEDULES ON SHEET XXPLAN12TH/DUVALL SIGNAL RELOCATIONNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-CH.dwgPublic Works DepartmentCITY OF RENTONBY:DATE:NOT FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:28ECSMEKMEKCMCDEC 2016DUVALL AVE NE CORRIDOR IMPROVEMENTSNE 10TH STREET TO NE SUNSET BOULEVARDSG132SIGNAL NOTES:A.REMOVE EXISTING SIGNAL POLE WITH LUMINAIREAND FOUNDATION.B.CONSTRUCT NEW FOUNDATION PER WSDOT STDPLANS. INSTALL AND RECONNECT EXISTING SIGNALPOLE WITH LUMINAIRE ON NEW FOUNDATIONA.REMOVE EXISTING TYPE PS PEDESTRIAN SIGNAL POLEAND FOUNDATION.B.CONSTRUCT NEW FOUNDATION IN PEDESTRIAN CURBPER WSDOT STD PLANS. INSTALL AND RECONNECTEXISTING TYPE PS PEDESTRIAN SIGNAL POLE ON NEWFOUNDATION.A.REMOVE EXISTING JUNCTION BOXES.B.INSTALL JUNCTION BOXES WITH SLIP RESISTANT LIDSAT BACK AND WITHIN SIDEWALK.A.REMOVE EXISTING SIGNAL CONTROLLER CABINET,SIGNAL SERVICE CABINET AND FOUNDATION.B.CONSTRUCT NEW COMBINATION SIGNAL CONTROLLERCABINET AND SIGNAL SERVICE CABINET FOUNDATION.INSTALL AND RECONNECT EXISTING SIGNAL CONTROLLER CABINET AND SIGNAL SERVICE CABINETON NEW FOUNDATION.PROTECT EXISTING POWER VAULT.CONNECT TO EXISTING POWER SOURCE (UNDERGROUNDUTILITY VAULT). COORDINATE WORK WITH THE POWERCOMPANY REPRESENTATIVE.INTERCEPT EXISTING SIGNAL AND ILLUMINATION CONDUITAND RECONNECT TO RELOCATED SYSTEM.REMOVE EXISTING ABANDONED POWER VAULT.#1PRELIMINARY % REVIEW SUBMITTAL301019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F . 253.604.6799www.parametrix.comTRAFFIC SIGNAL PLAN 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 MATCH LINE STA 101+50 SEE BELOWMATCH LINE STA 101+50 SEE ABOVEMATCH LINE STA 106+50 SEE SHEET LS2PLAN PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg Public Works Department CITY OF RENTON BY:DATE: NOT FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 29 ECS MKW MKW CMC DEC 2016 DUVALL AVE NE CORRIDOR IMPROVEMENTS NE 10TH STREET TO NE SUNSET BOULEVARD LS1 32 DUVALL AVENUE NE NE 10TH STDUVALL AVENUE NE NOTES: 1.ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2.NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET XX FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3.LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. LEGEND: VEGETATIVE SCREEN - 12" DEPTH TOPSOIL HYDROSEED LAWN - 2" DEPTH TOPSOIL PRE LI MI N A R Y % REVIEW SUBMITTAL30 1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.com LANDSCAPE PLAN BEGIN TO STA 106+50, INCL SCHEDULE B 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 MATCH LINE STA 111+50, SEE BELOWMATCH LINE STA 111+50, SEE ABOVEMATCH LINE STA 116+50, SEE SHEET LS3MATCH LINE STA 106+50, SEE SHEET LS1PLAN PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg Public Works Department CITY OF RENTON BY:DATE: NOT FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 30 ECS MKW MKW CMC DEC 2016 DUVALL AVE NE CORRIDOR IMPROVEMENTS NE 10TH STREET TO NE SUNSET BOULEVARD LS2 32NE 12TH STDUVALL AVENUE NE DUVALL AVENUE NE NOTES: 1.ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2.NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET XX FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3.LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. LEGEND: VEGETATIVE SCREEN - 12" DEPTH TOPSOIL HYDROSEED LAWN - 2" DEPTH TOPSOIL PRE LI MI N A R Y % REVIEW SUBMITTAL30 1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.com LANDSCAPE PLAN STA 106+50 TO STA 116+50 117+00 118+00 119+00 120+00 121+00 MATCH LINE STA 116+50, SEE SHEET LS2PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg Public Works Department CITY OF RENTON BY:DATE: NOT FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 31 MC MKW MKW CMC DEC 2016 DUVALL AVE NE CORRIDOR IMPROVEMENTS NE 10TH STREET TO NE SUNSET BOULEVARD LS3 32 DUVALL AVENUE NE NOTES: 1.ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2.NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET XX FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3.LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. LEGEND: VEGETATIVE SCREEN - 12" DEPTH TOPSOIL HYDROSEED LAWN - 2" DEPTH TOPSOIL PRE LI MI N A R Y % REVIEW SUBMITTAL30 1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.com LANDSCAPE PLAN STA 116+50 TO END 51+00 52+0051+00 52+00 DUVALL AVENUE NE SCHEDULE C PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg Public Works Department CITY OF RENTON BY:DATE: NOT FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 32 ECS MKW MKW CMC DEC 2016 DUVALL AVE NE CORRIDOR IMPROVEMENTS NE 10TH STREET TO NE SUNSET BOULEVARD LS4 32 NOTES: 1.ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2.NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET XX FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3.LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. LEGEND: VEGETATIVE SCREEN - 12" DEPTH TOPSOIL HYDROSEED LAWN - 2" DEPTH TOPSOIL PRE LI MI N A R Y % REVIEW SUBMITTAL30 1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.com LANDSCAPE PLAN SCHEDULE C