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HomeMy WebLinkAboutzT-4100SetINDEX TO DRAWINGSSHT NO.DWG NO.SHEET TITLEGENERALCIVILNOT TO SCALEVICINITY MAPPROJECTLOCATION-SCHEDULE A310616302106107109101112504706506507510165410164169161770250710418202203992525205309530p90405pppp50666031211054403555OLYMPIABREMERTONRENTONTACOMAEVERETTKELSOCHEHALISCENTRALIASHELTONANGELESPORTABERDEEN167PROJECTLOCATIONNOT TO SCALEVICINITY MAPSEATTLE123456789IN1LA1LA2AL1AL2RS1RS2RS3RS4VICINITY MAP AND INDEXLEGEND, NOTES, ABBREVIATIONS, GENERAL AND WATER UTILITY NOTES AND SPECIFICATIONSSURFACE WATER DRAINAGE AND EROSION CONTROL NOTES AND SPECIFICATIONSALIGNMENT PLAN - BEGIN PROJECT TO STA 903+00ALIGNMENT PLAN - STA 903+00 TO END PROJECTROADWAY SECTIONSROADWAY SECTIONSROADWAY SECTIONSROADWAY SECTIONS1011121314151617181920212223242526272829303132333435363738394041424344454647484950515253545556575859606162636465666768697071727374757677RW1RW2SP1SP2SP3SP4SP5RD1RD2RD3RD4RD5RD6RD7RD8RD9RD10GR1GR2GR3GR4GR5GR6DW1DW2DW3DW4WD1WD2WD3SD1SD2SD3SD4SD4ASD5SD6SD7SD8SD9SD10SD11SD12WA1WA2WA3WA4WA5WA6CH1CH2CH3CH4CH5PU1PU2PU3PU4E1E2E3E4E5E6E7E8E9E10RIGHT-OF-WAY PLAN - BEGIN PROJECT TO STA 903+00RIGHT-OF-WAY PLAN - STA 903+00 TO END PROJECTSITE PREPARATION - BEGIN TO STA 894+00SITE PREPARATION - STA 894+00 TO STA 903+00SITE PREPARATION - STA 903+00 TO STA 913+00SITE PREPARATION - STA 913+00 TO STA 923+00SITE PREPARATION - STA 923+00 TO ENDPLAN AND PROFILE - BEGIN TO STA 52+20PLAN AND PROFILE - STA 891+50 TO STA 894+00PLAN AND PROFILE - STA 894+00 TO STA 898+50PLAN AND PROFILE - STA 898+50 TO STA 903+00PLAN AND PROFILE - STA 903+00 TO STA 908+00PLAN AND PROFILE - STA 908+00 TO STA 913+00PLAN AND PROFILE - STA 913+00 TO 918+00PLAN AND PROFILE - STA 918+00 TO STA 923+00PLAN AND PROFILE - STA 923+00 TO ENDCONSTRUCTION AND ROADWAY DETAILSPLAN AND GRADING - NE 7TH PL NE CORNERPLAN AND GRADING - NE 8TH ST SE AND NE CORNERSPLAN AND GRADING - NE 9TH ST SE CORNERPLAN AND GRADING - NE 10TH ST SW AND SE CORNERSPLAN AND GRADING - NE 10TH ST NE CORNER, AND NE 12TH ST SE CORNERSPLAN AND GRADING - NE 12TH ST NW CORNERDRIVEWAY PLANS AND PROFILESDRIVEWAY PLANS AND PROFILESDRIVEWAY PLANS AND PROFILESDRIVEWAY PLANS AND PROFILESWALL DETAILSWALL DETAILSWALL DETAILSSTORM PLAN AND PROFILE - STA 891+50 TO STA 894+00STORM PLAN AND PROFILE - STA 894+00 TO STA 898+50STORM PLAN AND PROFILE - STA 898+50 TO STA 903+00STORM PLAN AND PROFILE - STA 903+00 TO STA 908+00STORM PLAN AND PROFILE - STA 903+00 TO STA 908+00STORM PLAN AND PROFILE - STA 908+00 TO STA 913+00STORM PLAN AND PROFILE - STA 913+00 TO STA 918+00STORM PLAN AND PROFILE - STA 918+00 TO STA 923+00STORM PLAN AND PROFILE - STA 923+00 TO ENDSTORM PLAN AND PROFILE - BEGIN TO STA 52+60DRAINAGE DETAILSOFFLINE TREE BOX BIOFILTRATION UNIT DETAILSOFFLINE TREE BOX BIOFILTRATION UNIT DETAILSWATER PLAN - BEGIN TO STA 898+50WATER PLAN - STA 898+50 TO STA 908+00WATER PLAN - STA 908+00 TO 918+80WATER PLAN - STA 918+80 TO 923+00WATER PLAN - STA 923+00 TO ENDWATER DETAILSCHANNELIZATION & SIGNING - STA 891+50 TO STA 898+50CHANNELIZATION & SIGNING - STA 898+50 TO STA 908+00CHANNELIZATION & SIGNING - STA 908+00 TO STA 918+00CHANNELIZATION & SIGNING - STA 918+00 TO ENDCHANNELIZATION & SIGNING - BEGIN TO STA 52+60POWER UNDERGROUNDING PLAN - NE 7TH PL TO NE 9TH STPOWER UNDERGROUNDING PLAN - STA 916+50 TO STA 921+50POWER UNDERGROUNDING NOTESPOWER UNDERGROUNDING DETAILSELECTRICAL PLAN BEGIN TO STA 898+50ELECTRICAL PLAN STA 898+50 TO STA 908+00ELECTRICAL PLAN STA 908+00 TO STA 918+00ELECTRICAL PLAN STA 918+00 TO STA 928+50ELECTRICAL PLAN STA 928+00 TO END AND BEGIN TO STA 52+60TRAFFIC SIGNAL PLANSIGNAL POLE DETAILS - NE 12TH ST HAWKELECTRICAL DETAILSLIGHT POLE FOUNDATION & SIDEWALK DETAILSWIRE AND LUMINAIRE SCHEDULESCITY OF RENTONDUVALL AVENUE NEBID DOCUMENT SUBMITTALPROJECTLOCATION-SCHEDULE ADUVALL AVE NENE 4TH STNE 10TH STNE SUNSET BLVDUNION AVE NENE 3RD ST MONROE AVE NE UNION AVE NE NE SUNSET BLVD NE PARK DRp405NE 12TH STHOQUIAM AVE SENE 6TH STLANDSCAPELS1LS2LS3LS4LS5LS6LS7LS8LS9PLANTING PLAN - BEGIN PROJECT TO STA 905+50PLANTING PLAN - STA 905+50 TO STA 913+00PLANTING PLAN - STA 913+00 TO STA 923+00PLANTING PLAN - STA 923+00 TO END AND BEGIN TO STA 52+60IRRIGATION PLAN - STA 891+50 TO STA 902+50IRRIGATION PLAN - STA 902+50 TO 904+00 AND 908+50 TO 913+00IRRIGATION PLAN - STA 913+00 TO ENDLANDSCAPE - DETAILSIRRIGATION - DETAILS787980818283848586VICINITY MAP AND INDEXNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-G.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/20211IN1CJDCJDWATER MAIN IMPROVEMENTS-SCHEDULE BUNDERGROUND IMPROVEMENTS-SCHEDULE CNE 7TH PLNE 9TH STJLDTC1TC2TC3TC4TC5TC6TC7TC8TEMPORARY TRAFFIC CONTROL CONSTRUCTION SEQUENCINGTEMPORARY TRAFFIC CONTROL - WORKZONE A AND BTEMPORARY TRAFFIC CONTROL - WORKZONE CTEMPORARY TRAFFIC CONTROL - WORKZONE DTEMPORARY TRAFFIC CONTROL - WORKZONE ETEMPORARY TRAFFIC CONTROL - WORKZONE FTEMPORARY TRAFFIC CONTROL - WORKZONE FTEMPORARY TRAFFIC CONTROL - WORKZONE A TRUCK DETOUR ROUTE8788899091929394TEMPORARY TRAFFIC CONTROLFUNDED IN PART BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGYAND TRANSPORTATION IMPROVEMENT BOARDSECTION 3 & 10, TOWNSHIP 23 N, RANGE 5E. W.W.THESE RECORD DRAWINGS WERE CREATED BASED ON INFORMATION PROVIDEDBY THE CITY CONTRACTOR AND CONSTRUCTION MANAGEMENT CONSULTANT.THE INFORMATION WAS NOT INDEPENDENTLY VERIFIED BY PARAMETRIX. MAIL BOXSIGNTREE (CONIFER)TREE (DECIDUOUS)MONUMENT (SURFACE)STORM DRAIN MANHOLESTORM DRAIN CATCH BASINSANITARY SEWER MANHOLESTORM DRAIN CULVERTWATER VALVEHYDRANTWATER METERUTILITY POLEPOWER VAULTGAS VALVELINETYPES:PROPOSEDEXISTINGDESCRIPTIONUTILITY POLE ANCHORTELEPHONE RISERTELEPHONE VAULTSYMBOLS:SURVEY CONTROL POINTSIGNAL POLESTREET LIGHTPEDESTRIAN PUSH BUTTONPOWER TRANSFORMERFILTERRA1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPROPOSEDEXISTINGDESCRIPTIONNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-G.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021LA12CJDCJDRIGHT-OF-WAYEASEMENT (PERMANENT)CURB/PAVEMENT/SIDEWALKPROPERTY LINEGASBURIED POWERBURIED CABLE TELEVISION BURIED TELEPHONE CONTOURSTORM DRAINAGESANITARY SEWERWATERFENCE - CHAIN LINK/ METALCENTERLINEFENCE - BOARDSAWCUT LINEEDGE OF PAVEMENTDITCHROCK WALLCUT LINEFILL LINEBURIED SIGNAL CONDUITAERIAL POWERLEGEND, NOTES, ABBREVIATIONS, GENERAL AND WATER UTILITYNOTES AND SPECIFICATIONSSHEET 1 OF 2ABBREVIATIONS:LACAPAPPROXAVEBOTBOWBPBRBVCCCDFCLRCMPCONCONCCONNCONSTCORCPEPCSBCCSTCCULVDECDESCDETDIDIADWGDWYEEAECOLOGYEL, ELEVEPEQESCESTEOPEVCEXFLFMONFOFTGGALVGNDHDPEHMAHORIZHTIDIEINCLK.C.L, LTLDMAXMEMHMINMMAMPHNNOMNSTNUOCODOFFPAV'TPCPCCPIPPPSPTPVCPVIRADRDRELOCREQ'DROW, R/WR, RTSSDSDMHSHTSSSSMHSTSTASTDSTLSWTBBUTCETEMPTHKTOCTYPU/GVCVERTWW/WDXMAGXPKXRCASPHALT CONCRETEANGLE POINTAPPROXIMATELYAVENUEBOTTOMBACK OF WALKBEGIN POINTBOTTOM OF RAMPBEGIN VERTICAL CURVECENTER LINECONTROLLED DENSITY FILLCLEARANCECORRUGATED METAL PIPECONIFEROUSCONCRETECONNECTIONCONSTRUCTIONCITY OF RENTONCORRUGATED POLYETHYLENE PIPECRUSHED SURFACING BASE COURSECRUSHED SURFACING TOP COURSECULVERTDECIDUOUSDESCRIPTIONDETAILDUCTILE IRON PIPEDIAMETERDRAWINGDRIVEWAYEAST, EASTINGEACHWASHINGTON DEPARTMENT OFECOLOGYELEVATIONEND POINTEQUALEROSION AND SEDIMENT CONTROLESTIMATEDEDGE OF PAVEMENTEND VERTICAL CURVEEXISTINGFLOW LINEFOUND MONUMENTFIBER-OPTICFOOTGASGALVANIZEDGROUNDHIGH DENSITY POLYETHYLENEHOT MIX ASPHALTHORIZONTALHEIGHTINSIDE DIAMETERINVERT ELEVATIONINCLUDINGKING COUNTYLEFTLANDINGMAXIMUMMAXIMUM EXTENTMANHOLEMINIMUMMETHYL METHCRYLATEMILES PER HOURNORTH, NORTHINGNOMINALNO STEEPER THANNUMBERON CENTEROUTSIDE DIAMETEROFFSETPAVEMENTPOINT OF CURVATUREPOINT OF COMPOUND CURVATUREPOINT OF INFLECTIONPOLYPROPYLENE PIPEPEDESTRIAN SIGNALPOINT OF TANGENCYPOLYVINYL CHLORIDEPOINT OF VERTICAL INFLECTIONRADIUSROADRELOCATEREQUIREDRIGHT OF WAYRIGHTSLOPE, SOUTHSTORM DRAINSTORM DRAIN MANHOLESHEETSANITARY SEWERSANITARY SEWER MANHOLESTREETSTATIONSTANDARDSTEELSIDEWALKTREE BOX BIOFILTRATION UNITTEMPORARY CONSTRUCTION EASEMENTTEMPORARYTHICKTOP OF CURBTYPICALUNDERGROUNDVERTICAL CURVEVERTICALWATER, WESTWITHWATER DISTRICTSET MAG NAILSET PK NAILSET REBAR AND CAPJLDGENERAL NOTES1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON ENGINEER. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE ISREQUIRED FOR SCHEDULING. REFER TO SP 1-08.0(1).2.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY ENGINEERING STANDARDS AND THE 2021 EDITION OF THE ROAD, BRIDGE ANDMUNICIPAL CONSTRUCTION PREPARED BY WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OFAPPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.3.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88), AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 (NAD 83/91) UNLESSOTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. REFER TO SP 1-11.3.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLYAND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TOFURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALLUNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. CONTRACTOR SHALL FIELDLOCATE AND POTHOLE ALL UTILITIES WITHIN PROPOSED EXCAVATION LIMITS UNLESS OTHERWISE DIRECTED BY THE CITY. CONTRACT UNDERGROUND UTILITY LOCATE SERVICE (800-424-5555) A MINIMUM OF 48HOURS PRIOR TO ANY EXCAVATION TO OBTAIN ON-SITE UTILITY LOCATES. POTHOLING SHOULD BE DONE AT LEAST TEN (10) WORKING DAYS IN ADVANCE OF WORK IN THE AREA. TAKE PRECAUTIONS ANDREMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE. UNLESS OTHERWISE NOTED, PROTECT ALL UTILITIES FROM DAMAGE WHICH SHALLINCLUDE PROVIDING TEMPORARY SUPPORT SYSTEMS AND SHORING AROUND UTILITIES DURING EXCAVATION. IF AN EXISTING PRIVATE UTILITY CONFLICTS WITH PROPOSED IMPROVEMENTS, COORDINATE THERELOCATION OF THE PRIVATE UTILITY WITH THE UTILITY OWNER UNLESS NOTED OTHERWISE. REFER TO SP 1-07.17. EXISTING UNDERGROUND WATER LINE BENDS AND BLOCKING ARE NOT SHOWN.4.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS AND OTHER REQUIREMENTS BY THE CITY OF RENTON PRIOR TO STARTING CONSTRUCTION. SEE APPROVED PERMITS ANDPERMIT REQUIREMENTS IN THE CONTRACT PROVISIONS.5.PRIOR TO ANY SITE CONSTRUCTION THAT INCLUDES CLEARING OR GRADING, THE SITE CONSTRUCTION LIMITS SHALL BE LOCATED AND IDENTIFIED BY THE CONTRACTOR'S PROJECT SURVEYOR AND APPROVED BYTHE CITY.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, ANDSAFETY 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 INTERRUPTNORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARDSPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. REFER TO SP 1-07.23 AND SP 1-10.7.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 7:00 AM TO 6:00 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. THE POLICEDEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. REFER TO SP 1-08.0(2).8.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION CONFERENCE. REFER TO SP 1-10. EXCEPT FOR AS NOTED IN SECTION 1-10, CONTRACTOR SHALL MAINTAIN AMINIMUM OF ONE LANE OPEN IN EACH DIRECTION AT ALL TIMES ON ALL ROADS WITHIN THE PROJECT AREA.9.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY-FOUR (24) HOURS INADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. REFER TO SS 1-05.6 AND SP 1-05.4(4).10.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO FULL DEPTH PER SPECIAL PROVISION 2-02.3(4). OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.11.A TEMPORARY HOT MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN (10) DAYS. CALL FORSUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. REFER TO SP 5-06.12.A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS.13.SEE THE "STANDARD DETAILS" SECTION OF THE PROJECT SPECIFICATION FOR REFERENCED CITY OF RENTON (COR) STANDARD DETAILS AND REFERENCED WASHINGTON STATE DEPARTMENT OF TRANSPORTATION(WSDOT) STANDARD DETAILS.14.SEGMENTS OF THE WORK MAY BE PERFORMED UNDER ELECTRICAL OVERHEAD POWER LINES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN A SAFE MANNER AND IN ACCORDANCE WITHANY REQUIREMENTS SET FORTH BY THE UTILITY OWNER AND APPLICABLE LAWS AND REGULATIONS. EXISTING OVERHEAD LIGHTING AND TRAFFIC SIGNALS ARE SHOWN AS SYMBOLS THE ACTUAL EXTENTS OFTHESE FEATURES ARE NOT SHOWN TO SCALE ON DRAWINGS.WATER UTILITY NOTES AND SPECIFICATIONS:1.ALL WATER MAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALLCONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PERANSI/AWWA C105/A21.5-93 STANDARDS. REFER TO SP 9-30.2(6) FOR RESTRAINED JOINT PIPE AND FITTINGS.2.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.3.ALL WATER MAINS 10 INCH DIAMETER AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCH DIAMETER AND LARGER SHALL BE AT A MINIMUM OF48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. REFER TO SP 7-09.3.4.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE COMPLETED UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OFFEES HAVE BEEN MADE TO THE CITY OF RENTON.5.ALL CONNECTIONS TO EXISTING MAINS ARE TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROMTHE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. REFER TO SP 7-09.3(19)A.6.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.7.ALL WATER MAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING “PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS ORAPPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END.THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. REFER TO SP 7-09.3(24)A.8.ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON ANDTHE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAINSHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON SP 7-09.3(23). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. REFER TO SP7-09.3(23).9.ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED INTHE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-09.3(24) OF THE SPECIAL PROVISIONS REFERENCED ABOVE. REFER TO SP 7-09.3(24).10.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THEPUBLIC WORKS DEPARTMENT. REFER TO SP 9-30.2(6) FOR RESTRAINED JOINT AND FITTINGS. SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS:NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-G.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021LA23MEKMEKSURFACE WATER DRAINAGE AND EROSION CONTROL NOTESAND SPECIFICATIONSSHEET 2 OF 2EROSION CONTROL NOTES:1.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECTCLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.2.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALLBE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM) PRIORTO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINEDBY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.3.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCHAS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOTOCCUR FOR THE DURATION OF THE PROJECT. KEEP PUBLIC AND PRIVATE ROADWAYS/ PARKING LOTS, SIDEWALKS, AND TRAILS FREE OF DEBRIS AND SEDIMENTS. PUBLIC STREETS SHALL BECLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. FLUSHING OF STREETS WITH WATER WILL NOT BE ALLOWED.4.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, ORTO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.5.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER,DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION ISCOMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSUREPOTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OFTHE APPLICANT.6.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.7.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTEDOR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE FILTRATION CONTROL ON THE PROPOSED SITE.DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THEACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THERECEIVING DRAINAGE SYSTEM.8.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATERFACILITIES.9.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. IN ACCORDANCE WITH THEDEPARTMENT OF ECOLOGY REQUIREMENTS, WASTEWATER FROM CEMENT CONCRETE MASONRY, OR ASPHALT CONCRETE CUTTING, OR POURING OPERATIONS SHALL NOT BE DISCHARGEDINTO STORM DRAINAGE SYSTEMS OR SURFACE WATERS. IMPERVIOUS SURFACES CONTAMINATED WITH SEDIMENT FROM GRIT AND CUTTING, PLANING OR PULVERIZING OPERATIONS SHALLBE VACUUM-CLEANED TO PREVENT CONTAMINANTS FROM ENTERING THE STORM DRAINAGE SYSTEM OR SURFACE WATERS.10.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) ORSEVEN DAYS DURING THE DRY SEASON ( MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING,PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.11.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.12.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN ( 7) DAYS.13.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION ANDMAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.14.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPEAND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASININSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.15.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM.16.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGECAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THATTHE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.17.AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS ( AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLYFENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.18.PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FORTHE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDEDAND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.19.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BEREMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THEPROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THATSUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.20.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES INCITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE INTERNATIONAL BUILDING CODE.21.NO STAGING AREA IS PROVIDED TO THE CONTRACTOR. ALL STAGING AREAS SHALL BE ON A CONTRACTOR SECURED AREA. ALL TESC REQUIREMENTS APPLY TO THE CONTRACTOR'S OBTAINEDSTAGING SITE. INSTALL SILT FENCING AROUND ENTIRE STAGING/ STOCKPILE AREAS PER COR STANDARD PLAN 214.22.NEW STORM DRAINAGE PIPES MAY ONLY BE PLACED INTO SERVICE FOLLOWING TESTING AND ACCEPTANCE BY THE CITY.1.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATERDESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTIONPREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR,OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.2.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER,GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TOCONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANSWILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.3.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURECONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM ANDUNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.4.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVEDPLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.5.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTEDBY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.6.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISEAPPROVED BY THE CITY.7.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARDSPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. 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 SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON AUNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 20.8.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE.9.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204.10,204.20, 204.30, AND 204. 50. STRUCTURES SHALL HAVE:RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE.ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDEPUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.10.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMSSHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.11.STORM SEWER LENGTHS ARE MEASURED BETWEEN CENTERS OF MANHOLES AND CATCH BASINS UNLESS OTHERWISE NOTED.12.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAYTO THE BOTTOM OF THE DITCH.13.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT ANDSHALL 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.14.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THECONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS.15.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " STORM” SHALL BE LOCATED AT THE PROPERTY LINEOR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227. 00.16.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THECITY PRIOR TO CONSTRUCTION.17.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDINGTO THE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS,GUTTERS AND/ OR PAVEMENT.18.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04. 3(1) OF THE WSDOT STANDARD SPECIFICATIONS ANDIN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.19.FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHERSTOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00.20.PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OFSTREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK ORCROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS.21.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.22.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM.23.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THEPAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TOCONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THEPAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THEMINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THENANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS ( E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKINGBEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781.CONSTRUCTION RECORDSREVISED TO CONFORM WITH C-LINE℄EXR/WEXR/W43'41'11'11'11'5'11'11'TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANEBIKE LANETURN LANEEXISTINGSIDEWALKVARIES5.0' TO 5.2'BIKE LANE6'SIDEWALK1.5%NST 4H:1VNS T 2H :1V1.5%NST 2H :1V6'SIDEWALK2'2.0%1'11' MEDIANC-LINE℄EXR/WEXR/W43'41'11'11'11'5'11'11'5'TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANEBIKE LANEBIKE LANE0.5'SIDEWALK2'1.5%2.0%TURN LANEEXISTINGSIDEWALKVARIES5.0' TO 5.2'BIKE LANE6'SIDEWALK1.5%5'NST 2H:1V5'BIKE LANE0.5'SIDEWALK2'1.5%2.0%5'1.5%NST 2H :1V6'SIDEWALK2'2.0%NST 4H:1VNS T 2H :1V1'NST 4H:1VNST 2H:1V1'5'BIKE LANE0.5'SIDEWALK2'1.5%2.0%5'NST 2H:1V0.5'11' MEDIANATYPSECTIONNO SCALEDUVALL AVE STA 891+94 TO STA 899+53EX HMA PAVEMENTNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RS16DVSCJD194"4"458"6"STA 891+94 TO STA 893+69STA 897+30 TO STA 879+70STA 899+30 TO STA 899+53STA 893+69 TO STA 897+30STA 897+70 TO STA 899+3052BTYPSECTIONNO SCALEDUVALL AVE STA 900+43 TO STA 905+961954"4"6EX HMA PAVEMENT458"6"1954"4"6458"6"22STA 900+43 TO STA 903+26STA 903+26 TO STA 903+61STA 904+22 TO STA 905+36STA 905+66 TO STA 905+96STA 903+61 TO STA 904+22STA 900+43 TO STA 900+95STA 901+75 TO STA 903+15STA 905+15 TO STA 905+96STA 900+95 TO STA 901+75STA 903+15 TO STA 905+15NOTES:CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD.PLAN 101.CAST-IN-PLACE CEMENT CONC. WALL AS REQUIRED, SEEDETAIL SHEET WD1 AND RD SHEETS FOR LIMITS.CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101.HMA.CRUSHED SURFACING TOP COURSE.COMPACTED SUBGRADE.SEE LANDSCAPE PLANS.PROTECT EXISTING CURB AND GUTTER TO REMAIN.CEMENT CONC. SIDEWALK PER COR STD. PLAN 102.THICKENED EDGE, SEE DETAIL SHEET RD10.RECYCLED ASPHALT PAVEMENT.MODIFIED CONCRETE EXTRUDED CURB TYPE 6. SEE DETAILSHEET RD10.SAWCUT.11112234567891013ROADWAY SECTIONSSHEET 1 OF 4STA 905+36 TO STA 905+663JLD94"4"56954"4"6954"4"6954"4"6STA 895+08 TO STA 898+03EX HMA PAVEMENTEX HMA PAVEMENT71212STA 902+12 TO STA 903+96EX HMA PAVEMENT71212458"6"42" OVERLAY42" OVERLAY42" OVERLAY42" OVERLAY42" OVERLAY13131313131356"131313656"56"CONSTRUCTION RECORDSREVISED TO CONFORM WITH C-LINE℄EXR/WEXR/W42'42'11'11'11'11'TURN LANETRAVEL LANETRAVEL LANETRAVEL LANE11'TRAVEL LANEVARIESBIKE LANE3.5'5'EXISTINGARTIFICIALTURFSTRIPEXISTINGSIDEWALK5'EXISTINGSIDEWALKVARIESAPPROX2.0-3.2%VARIESAPPROX1.9-2.0%5.5'5.5'VARIES ≥5'BIKE LANEEXISTING ROADEXISTING ROAD1.5%NST 4H:1VNST 2H:1V5'VARIES 5' TO 6.5'SIDEWALKBIKE LANE1'5'BIKE LANE0.5'SIDEWALK2'1.5%2.0%5'NST 4H:1VNST 2H:1V1'VARIES ≥5'BIKE LANEVARIES ≥5'BIKE LANEC-LINE℄EXR/W41.5'EXR/W5'11'11'11'11'11'VARIESTRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANEBIKE LANEBIKE LANE5.5'5.5'42.5'5'EXISTINGSIDEWALKTURN LANE3.0%VARIESAPPROX2.0%NST 4H:1VNST 2H:1VCTYPSECTIONNO SCALEDUVALL AVE STA 905+96 TO STA 908+3588458"2"MATCH EXMATCH EXDTYPSECTIONNO SCALEDUVALL AVE STA 908+35 TO 909+1218MATCH EX115"458"2"115"STA 906+88 TO STA 908+35STA 906+22 TO STA 906+41STA 906+18 TO STA 906+53STA 906+53 TO STA 908+35NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RS27DVSCJDSTA 906+41 TO STA 906+88NOTES:CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD.PLAN 101.CAST-IN-PLACE CEMENT CONC. WALL AS REQUIRED, SEEDETAIL SHEET WD1 AND RD SHEETS FOR LIMITS.CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101.HMA.CRUSHED SURFACING TOP COURSE.COMPACTED SUBGRADE.SEE LANDSCAPE PLANS.PROTECT EXISTING CURB AND GUTTER TO REMAIN.CEMENT CONC. SIDEWALK PER COR STD. PLAN 102.THICKENED EDGE, SEE DETAIL SHEET RD10.RECYCLED ASPHALT PAVEMENT.MODIFIED CONCRETE EXTRUDED CURB TYPE 6. SEE DETAILSHEET RD10.SAWCUT.111122345678910131954"4"6ROADWAY SECTIONSSHEET 2 OF 4JLD954"4"6MATCH EX458"6"1STA 905+96 TO STA 906+00656"54" OR 6"6CONSTRUCTION RECORDSREVISED TO CONFORM WITH 5'BIKE LANEEXR/WC-LINE℄41.5'5'11'11'11'11'11'TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANEBIKE LANE5.5'5.5'42.5'TURN LANE2.0%2.0%EXR/WNST 2H:1V1.5%SIDEWALK1.5%NST 2H:1V5'SIDEWALK5'1.5%SIDEWALK4'4'NST 2H :1VTBBUNST 4H:1VNST 2H :1VNST 4H:1V1'EXR/W5'11'11'TRAVEL LANETRAVEL LANEBIKE LANE3.0%11'MEDIANC-LINE℄VARIES1.5% - 2.3%STA 909+12 TO STA 912+942%STA 912+94 TO STA 915+8011'11'TRAVEL LANETRAVEL LANE42.5'5'BIKE LANE5'EXISTINGSIDEWALKEXR/W41.5'NST 4H:1VNST 2H:1V1.5%1.5%SIDEWALKNST 4H:1VNST 2H :1VSIDEWALK1.5%NST 2H :1V4'4'TBBUNST 2H :1V5'SIDEWALK5'1'ETYPSECTIONNO SCALEDUVALL AVE STA 909+12 TO STA 915+808MATCH EX***1458"2"115"71212458"2"115"458"2"115"FTYPSECTIONNO SCALEDUVALL AVE STA 915+80 TO STA 919+341954"4"154"NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RS38DVSCJD2STA 909+12 TO STA 912+94STA 912+94 TO STA 913+04STA 913+04 TO STA 914+27STA 914+43 TO STA 915+802STA 914+27 TO STA 914+43STA 918+78 TO STA 919+11STA 919+31 TO STA 919+34STA 915+80 TO STA 916+27STA 916+43 TO STA 918+27STA 918+43 TO STA 918+78STA 919+11 TO STA 919+31STA 916+27 TO STA 916+43STA 918+27 TO STA 918+43NOTES:CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD.PLAN 101.CAST-IN-PLACE CEMENT CONC. WALL AS REQUIRED, SEEDETAIL SHEET WD1 AND RD SHEETS FOR LIMITS.CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101.HMA.CRUSHED SURFACING TOP COURSE.COMPACTED SUBGRADE.SEE LANDSCAPE PLANS.PROTECT EXISTING CURB AND GUTTER TO REMAIN.CEMENT CONC. SIDEWALK PER COR STD. PLAN 102.THICKENED EDGE, SEE DETAIL SHEET RD10.RECYCLED ASPHALT PAVEMENT.MODIFIED CONCRETE EXTRUDED CURB TYPE 6. SEE DETAILSHEET RD10.SAWCUT.11112234567891013954"4"1ROADWAY SECTIONSSHEET 3 OF 4JLD954"4"154"66154"954"4"62954"4"154"62154"954"4"654" OR 6"54" OR 6"666CONSTRUCTION RECORDSREVISED TO CONFORM WITH C-LINE℄EXR/WVARIES 44.5' TO 52.5'EXR/WVARIES 39.5' TO 42.0'5.5'5.5'1.5%4'11'11'11'11'11'TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANETURN LANE2.0%VARIESAPPROX2.0%5'BIKE LANE6'EXISTINGSIDEWALKSIDEWALK0.5'5'EXISTING ROAD5'BIKE LANEEXISTING ROAD1.5%NST 4H:1VNST 2H:1V5'NST 4H:1V1'0.5'5'BIKE LANESIDEWALK1.5%VARIESMIN 5.5'0.5'4H:1VEXR/WVARIES48.5' TO 48.6'VARIES31.0' TO 31.4'D-LINE℄1'2'3.0%LANEGTYPSECTIONNO SCALEDUVALL AVE STA 919+34 TO STA 927+59MATCH EX1954"4"6458"2"115"MATCH EXMATCH EX8NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RS49DVSCJD5"5"69510STA 919+56 TO STA 919+78STA 919+78 TO STA 927+59STA 919+34 TO STA 919+70STA 919+70 TO STA 921+85STA 923+06 TO STA 927+59STA 921+85 TO STA 923+06NOTES:CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD.PLAN 101.CAST-IN-PLACE CEMENT CONC. WALL AS REQUIRED, SEEDETAIL SHEET WD1 AND RD SHEETS FOR LIMITS.CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101.HMA.CRUSHED SURFACING TOP COURSE.COMPACTED SUBGRADE.SEE LANDSCAPE PLANS.PROTECT EXISTING CURB AND GUTTER TO REMAIN.CEMENT CONC. SIDEWALK PER COR STD. PLAN 102.THICKENED EDGE, SEE DETAIL SHEET RD10.RECYCLED ASPHALT PAVEMENT.MODIFIED CONCRETE EXTRUDED CURB TYPE 6. SEE DETAILSHEET RD10.SAWCUT.11112234567891013ROADWAY SECTIONSSHEET 4 OF 4HTYPSECTIONNO SCALEDUVALL AVE STA 50+83 TO STA 52+26954"4"61MATCH EX PAVEMENT56"48"JLD154"54"42" OVERLAY613CONSTRUCTION RECORDSREVISED TO CONFORM WITH 888+37889+00890+00891+00892+00893+00894+00895+00896+00897+00898+00899+00900+00901+00902+00903+00PC STA 893+18.64PC STA 897+29.11PT STA 895+14.36PT STA 899+24.21STA 893+74.32, 47.90'RTSTA 894+50.08, 48.61'RTSTA 894+50.08, 43.60'RTSTA 894+78.98, 46.00'RTSTA 894+80.92, 41.00'RTSTA 895+53.50, 46.00'RTSTA 895+53.17, 41.00'RTSTA 896+45.44, 46.00'RTSTA 896+45.31, 41.00'RTSTA 897+29.42, 46.00'RTSTA 897+29.33, 41.00'RTSTA 900+37.81, 46.00'RTN89° 50' 21.31"W S84° 05' 02.99"E S84° 32' 15.45"E S86° 45' 42.95"E S63° 3 3 ' 0 4 . 2 9 " E S88° 18' 25.07"E STA 900+52.81, 41.01'RT143765-0120803 DUVALL PL NE98059Buza Sharon +Peter143765-0130809 DUVALL PL NE98059White Connie143765-0140815 DUVALL PL NE98059Zable John143765-0150821 DUVALL PL NE98059Whittaker Stuart +Susan3456143765-0230Sia Raymond850+0051+0052+0053+0054+0055+0056+00STA 52+19.35, 48.47'LTSTA 51+80.00, 48.49'LTSTA 51+80.00, 70.00'LTSTA 52+19.50, 70.00'LTN88° 01' 15.02"WN89° 35' 08.14"W102305-930312744 SE 128TH ST 98059Mjelde & Heinz1PLANSCALE IN FEET050100PLANSCALE IN FEET050100DUVALL AVENUE NENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RW.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RW110NE 9TH ST DUVALL AVENUE NENE 7TH PL NE 8TH ST NE 4TH ST MATCH LINE STA 903+00, SEE SHEET RW2 D-LINERIGHT-OF-WAY TABLEPARCELNO.TAX PARCEL NO.NAMETOTAL AREA *R/WACQUISTIONUTILITYEASEMENTT.C.E.LTCREMAINDER102305-9303MJELDE & 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903+00904+00905+00906+00907+00908+00909+00910+00911+00912+00913+00914+00915+00PI STA 906+35.13PI STA 906+45.21PI STA 908+35.21PI STA 912+93.50N0° 00' 03.00"WN5° 40' 46.15"WN0° 00' 51.69"ESTA 904+24.81, 42.98'LTSTA 905+93.36, 46.03'RTSTA 906+01.26, 42.97'LTSTA 906+06.26, 42.97'LTSTA 906+06.47, 50.97'LTSTA 912+93.03, 46.50'RTSTA 912+93.14, 41.50'RTS88° 39' 04.24"E N88° 28' 57.31"WS88° 28' 54.31"E N88° 29' 45.92"W143765-0230Sia Raymond102305-91124637 NE 10TH ST 98059Nguyen Knoa + Kimanh9102305-9277Renton School District No. 403108STA 905+78.36, 41.03'RT915+00916+00917+00918+00919+00920+00921+00922+00923+00924+00925+00926+00927+00928+00929+00929+71PI STA 919+91.70PI STA 926+63.97PI STA 927+59.65PI STA 919+35.21PC STA 924+04.62PT STA 925+05.86N2° 07' 03.03"WN1° 19' 43.91"ER=1602.50D=3.62N4° 56' 54.90"EN4° 56' 54.90"EN6° 26' 25.47"EN4° 57' 03.84"ESTA 916+95.49, 46.50'RTSTA 916+73.59, 46.50'RTSTA 916+73.67, 41.50'RTSTA 917+39.01, 63.00'RTSTA 917+55.51, 46.50'RTSTA 919+49.60, 47.07'RTSTA 919+49.92, 42.08'RTSTA 920+05.30, 39.50'LTSTA 919+98.76, 44.50'LTSTA 919+92.21, 49.50'LTSTA 919+76.49, 65.54'LTSTA 920+82.85,39.50'LTSTA 920+82.84, 44.50'LTSTA 920+82.82, 49.50'LTSTA 921+05.30, 49.50'LTSTA 921+05.30, 56.50'LTSTA 921+70.30, 49.50'LTSTA 921+70.30, 56.50'LTSTA 923+35.26, 49.50'LTSTA 923+35.30, 64.50'LTSTA 923+70.30, 49.50'LTSTA 923+70.30, 64.50'LTSTA 926+16.45, 49.50'LTSTA 926+16.45, 69.50'LTSTA 926+63.78, 39.50'LTSTA 926+63.47, 44.50'LTSTA 926+64.92, 49.54'LTSTA 926+61.92, 69.50'LTSTA 926+39.16, 52.50'RTSTA 926+39.16, 44.50'RTSTA 927+44.27, 50.43'RTSTA 927+24.41,41.09'LTSTA 927+24.27,46.09'LTSTA 927+24.14, 51.08'LTSTA 927+60.48, 41.99'LTSTA 927+60.48, 46.99'LTSTA 928+07.01, 41.99'LTN88° 36' 37.61"W N88° 46' 39.14"W N88° 48' 55.11"W S85° 04' 21.66"E N88° 38' 43.09"WS88° 37' 31.72"ES89° 00' 26.69"E 516970-00954628 NE 12TH ST 98059CHUN RANDALL KINGBEU+EVA T14516970-00924637 NE SUNSET BLVD 98059KABA Investments, LLC16102305-90811160 DUVALL PL NE 98059Fricks Robert12149450-00504601 NE SUNSET BLVD 98059Argo Renton, LLC15N38°43'24.97"E 41.18'102305-9277Renton School District No. 40310STA 926+63.97, 69.50'LTSTA 917+37.00, 41.50'RTSTA 917+37.00, 46.50'RTSTA 917+14.00, 41.50'RTSTA 917+14.00, 46.50'RTSTA 919+03.50, 41.50'RTSTA 919+08.50, 46.50'RTSTA 919+08.50, 51.50'RTSTA 919+03.50, 46.50'RTSTA 918+73.00, 46.50'RTSTA 918+73.00, 41.50'RTSTA 918+68.00, 46.50'RTSTA 918+68.00, 51.50'RTSTA 917+13.63, 63.55'RTSTA 920+07.35,56.62'LTSTA 920+45.00, 57.49'LTSTA 920+45.19, 49.50'LTSTA 919+77.40,80.51'LTSTA 920+06.81,79.51'LTDUVALL AVENUE NENE 10TH ST NE SUNSET BLVDPLANSCALE IN FEET050100NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RW.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RW211MATCH LINE STA 903+00, SEE SHEET RW1 MATCH LINE STA 915+00, SEE BELOWPLANSCALE IN FEET050100MATCH LINE STA 915+00, SEE ABOVE DUVALL AVENUE NE5.0' 5.0' 5.0'21.5'5.0' 25.0' 20.0' 12.0' 5.0' 5.0'C-LINEC-LINERIGHT-OF-WAY PLANSTA 903+00 TO END PROJECTSHEET 2 OF 2DVSKMBJLD5.0' 5.0' 5.0'RIGHT-OF-WAY LEGEND:EXISTING RIGHT-OF-WAYEXISTING PROPERTY LINECONSTRUCTION CENTER LINEPROPOSED RIGHT-OF-WAYPROPOSED PERMANENT EASEMENTPROPOSED TEMPORARYCONSTRUCTION EASEMENTPROPOSED LICENSE TO CONSTRUCT7.0' 23.0'DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:9/10/2023DVS STOP BAR891+00892+00893+00894+00STA 891+58,16.5'RTPLANINGSTA 891+57,61.3'RTSTA 891+64,51.2'RTSTA 892+50,16.7'LTSTA 892+56,16.7'LTSTA 892+50,32.9'LTBEGINSTA 892+56,32.9'LTENDSTA 893+66,29.1'RT3067437.20CB51+0052+0053+00STA 52+26,22.4'LTSTA 51+83,51.0'LTSTA 52+18,65.0'LTSTA 51+92,65.0'LTSTA 52+17,34.5'LTBEGINSTA 52+54,34.1'LTENDSTA 50+84,34.0'LTBEGINSTA 50+86,33.7'LTENDSTA 50+83,22.0'LTSP112DVSMATCH LINE STA 894+00, SEE SHEET SP 2PLANSCALE IN FEET02040659NE 7TH PL DUVALL AVENUE NENE 8TH ST14 GENERAL NOTES:1.SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES.2.SEE CH PLANS FOR SIGN REMOVAL/RELOCATION.3.THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE.ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THEFIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OFFIELD MARKING PRIOR TO DEMOLITION ACTIVITIES.4.CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATIONSYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FORREMOVAL AND CLEARING AND GRUBBING.5.SILT FENCE SHALL BE 0.5' INSIDE THE LIMITS OF ROW OR TCE.LEGEND:CLEARING AND GRUBBING, TRIMOVERHANGING BRANCHESCATCH BASIN INSERT PER CORSTD PLAN 216.30SAWCUT LINEHIGH VISIBILITY SILT FENCE PER WSDOTSTD PLAN I-30.17-01REMOVE UTILITYREMOVE AND DISPOSE OF STORMWATER PIPEREMOVE CEMENT CONCRETESIDEWALKREMOVE CEMENT CONC CURB/CURB AND GUTTERASPHALT PULVERIZATION FORUSE AS RECYCLED PAVEMENTREMOVING ASPHALT CONC.PAVEMENTDEMOLITION NOTES:REMOVE TREE.PROTECT EXISTING FENCE.PLUG EXISTING WATER MAIN.ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHERTHE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF.REMOVE EXISTING FIRE HYDRANT.REMOVE EXISTING UTILITY POLE (BY OTHERS).REMOVE BOLLARD POSTREMOVE DRAINAGE STRUCTURE.PROTECT EXISTING UTILITY POLE.REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE.REMOVE CURB/CURB AND GUTTER.NOT USED.PRESERVE AND PROTECT TREE(S).REMOVE CHANNELIZATION.RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS.RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS.SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNALEQUIPMENT REMOVAL AND RELOCATION.1234567891011121314151617TEMPORARY CONSTRUCTION EASEMENTABANDON EXISTING WATER MAINRIGHT-OF-WAYPLANING BITUMINOUSPAVEMENT, 2-INCH DEPTHPROPOSED CATCH BASIN, SEE SD SHEETSSITE PREPARATIONBEGIN TO STA 894+00SHEET 1 OF 5CJDJLDC-LINED-LINEDUVALL AVENUE NE4TH ST SE 434 LF OF12" PIPE11111111PLANSCALE IN FEET02040101111REMOVE EXIST 8"W AND 12"W (WD 90)FROM NE 7TH PL TO NE 10TH STPROTECT POLE,COORDINATE WITHUTILITY TO RELOCATEGUY WIRE9CURB AND SIDEWALKREPAIR AS NEEDED, SEESHEET SD9PROTECT POLE,COORDINATE WITHUTILITY TO RELOCATEGUY WIREPROTECT POLE,COORDINATE WITHUTILITY TO RELOCATEGUY WIRE9PROTECT EXISTINGJUNCTION BOXCONTRACTOR TO REMOVE AND REINSTALL EXISTINGCURBING WITH 3' BREAKS. CONTRACTOR TOCOORDINATE WITH CITY PRIOR TO INSTALLATION ANDSALVAGE REMAINING CURBING TO THE CITY.710DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/23DVSNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SP.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021 STA 900+19,65.1'RTEND899+00900+00901+00902+00903+00STA 899+69,37.5'RTSTA 899+63,42.1'RTSTA 900+44,32.5'RTBEGINSTA 900+55,31.5'RTENDSTA 899+44,30.6'RTBEGINSTA 902+18,4.7'RTSTA 902+18,4.7'LTSTA 900+14,70.0'RTSTA 899+50,16.5'RTSTA 899+67,36.9'RTENDSTA 900+00,37.5'RTSTA 899+83,73.7'RTSTA 900+24,74.1'RTSTA 901+22,38.2'LTSTA 901+22,33.0'LTBEGINSTA 901+22,16.5'LTSTA 901+28,16.5'LTSTA 901+28,33.0'LTENDSTA 901+28,38.2'LTSTA 900+69,5.5'LTSTA 900+96,16.5'RTSTA 900+96,32.8'LTSTA 900+69,32.7'LTSTA 902+89,4.7'LTSTA 902+96,4.7'LTSTA 902+96,32.7'LTSTA 902+89,32.7'LTSTA 900+24,65.2'RTSTA 900+19,74.0'RTBEGINSTA 900+93,29.8'LTSTA 900+88,31.5'LTSTA 902+18,28.3'RTSTA 899+50,5.5'LT894+00895+00896+00897+00898+00STA 897+29,16.5'RTSTA 895+14,16.5'RTSTA 895+13,4.7'RTSTA 895+13,4.7'LTSTA 897+98,4.7'RTSTA 897+98,4.7'LTSTA 897+29,4.7'RTSTA 897+29,4.7'LTSTA 896+20,16.5'RTSTA 896+14,16.5'RTSTA 896+20,4.7'RTSTA 896+56,4.7'LTSTA 896+56,32.9'LTBEGINSTA 896+62,4.7'LTSTA 896+62,33.0'LTENDSTA 896+56,38.4'LTSTA 896+62,38.4'LTSTA 895+63,29.0'RTSTA 896+14,29.0'RTSTA 896+20,31.2'RTSTA 896+14,4.7'RTSP213DVSMATCH LINE STA 903+00 SEE SHEET SP3 NE 9TH ST DUVALL AVENUE NEPLANSCALE IN FEET02040PLANSCALE IN FEET02040MATCH LINE STA 898+50, SEE BELOWMATCH LINE STA 894+00, SEE SHEET SP1DUVALL AVENUE NEMATCH LINE STA 898+50, SEE ABOVE 6111111111REMOVE EXISTING RPMS AND PAINT LINES ONDUVALL AVE NE FROM NE 9TH ST TO NE 10TH ST.SEE CH SHEETS FOR STATION LIMITS.9GENERAL NOTES:1.SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES.2.SEE CH PLANS FOR SIGN REMOVAL/RELOCATION.3.THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE.ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THEFIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OFFIELD MARKING PRIOR TO DEMOLITION ACTIVITIES.4.CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATIONSYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FORREMOVAL AND CLEARING AND GRUBBING.5.SILT FENCE SHALL BE 0.5' INSIDE THE LIMITS OF ROW OR TCE.LEGEND:CLEARING AND GRUBBING, TRIMOVERHANGING BRANCHESCATCH BASIN INSERT PER CORSTD PLAN 216.30SAWCUT LINEHIGH VISIBILITY SILT FENCE PER WSDOTSTD PLAN I-30.17-01REMOVE UTILITYREMOVE AND DISPOSE OF STORMWATER PIPEREMOVE CEMENT CONCRETESIDEWALKREMOVE CEMENT CONC CURB/CURB AND GUTTERASPHALT PULVERIZATION FORUSE AS RECYCLED PAVEMENTREMOVING ASPHALT CONC.PAVEMENTDEMOLITION NOTES:REMOVE TREE.PROTECT EXISTING FENCE.PLUG EXISTING WATER MAIN.ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHERTHE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF.REMOVE EXISTING FIRE HYDRANT.REMOVE EXISTING UTILITY POLE (BY OTHERS).REMOVE BOLLARD POSTREMOVE DRAINAGE STRUCTURE.PROTECT EXISTING UTILITY POLE.REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE.REMOVE CURB/CURB AND GUTTER.NOT USED.PRESERVE AND PROTECT TREE(S).REMOVE CHANNELIZATION.RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS.RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS.SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNALEQUIPMENT REMOVAL AND RELOCATION.1234567891011121314151617TEMPORARY CONSTRUCTION EASEMENTABANDON EXISTING WATER MAINRIGHT-OF-WAYPLANING BITUMINOUSPAVEMENT, 2-INCH DEPTHPROPOSED CATCH BASIN, SEE SD SHEETSSITE PREPARATIONSTA 894+00 TO STA 903+00SHEET 2 OF 5CJDJLDC-LINEC-LINE13612"REMOVE EXISTING RPMS AND PAINT LINES ONDUVALL AVE NE FROM NE 8TH ST TO NE 9TH ST.SEE CH SHEETS FOR STATION LIMITS.510111111111414221111PROTECT EXISTING UTILITIES1PLANING BITUMINOUS PAVEMENT LIMITS CHANGED AND TRENCH SAW CUTS ADDED DVS 02/15/22DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/23DVSNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SP.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/202102/15/20221 903+00904+00905+00906+00907+00908+00STA 906+25, 58.2'RTSTA 905+96,16.5'LTSTA 906+24,31.6'LTSTA 906+19,45.5'LTSTA 905+96,16.5'RTSTA 906+88,33.3'RTENDSTA 906+38,79.0'RTSTA 906+24,45.5'LTSTA 906+80,31.8'LTSTA 906+41,79.4'RTBEGINSTA 903+91,4.7'RTSTA 903+91,4.7'LTSTA 903+26,16.9'LTSTA 903+56,16.5'LTSTA 905+96,30.8'RTSTA 905+96,31.7'LTSTA 906+06,32.4'LTSTA 906+10,31.2'RTSTA 906+79,31.7'RTSTA 906+40, 61.9'RTSTA 906+54,49.4'LTENDSTA 906+53,54.2'LTBEGINSTA 903+41,29.0'RTSTA 905+81,31.3'RT908+00909+00910+00911+00912+00913+00MATCH LINE STA 908+00 SEE BELOW MATCH LINE STA 908+00 SEE ABOVE MATCH LINE STA 913+00 SEE SHEET SP4DUVALL AVENUE NENE 10TH STDUVALL AVENUE NEPLANSCALE IN FEET02040PLANSCALE IN FEET020401131313131015 LFSP314DVSCJDMATCH LINE STA 903+00 SEE SHEET SP2 117GENERAL NOTES:1.SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES.2.SEE CH PLANS FOR SIGN REMOVAL/RELOCATION.3.THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE.ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THEFIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OFFIELD MARKING PRIOR TO DEMOLITION ACTIVITIES.4.CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATIONSYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FORREMOVAL AND CLEARING AND GRUBBING.5.SILT FENCE SHALL BE 0.5' INSIDE THE LIMITS OF ROW OR TCE.LEGEND:CLEARING AND GRUBBING, TRIMOVERHANGING BRANCHESCATCH BASIN INSERT PER CORSTD PLAN 216.30SAWCUT LINEHIGH VISIBILITY SILT FENCE PER WSDOTSTD PLAN I-30.17-01REMOVE UTILITYREMOVE AND DISPOSE OF STORMWATER PIPEREMOVE CEMENT CONCRETESIDEWALKREMOVE CEMENT CONC CURB/CURB AND GUTTERASPHALT PULVERIZATION FORUSE AS RECYCLED PAVEMENTREMOVING ASPHALT CONC.PAVEMENTDEMOLITION NOTES:REMOVE TREE.PROTECT EXISTING FENCE.PLUG EXISTING WATER MAIN.ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHERTHE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF.REMOVE EXISTING FIRE HYDRANT.REMOVE EXISTING UTILITY POLE (BY OTHERS).REMOVE BOLLARD POSTREMOVE DRAINAGE STRUCTURE.PROTECT EXISTING UTILITY POLE.REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE.REMOVE CURB/CURB AND GUTTER.NOT USED.PRESERVE AND PROTECT TREE(S).REMOVE CHANNELIZATION.RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS.RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS.SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNALEQUIPMENT REMOVAL AND RELOCATION.1234567891011121314151617TEMPORARY CONSTRUCTION EASEMENTABANDON EXISTING WATER MAINRIGHT-OF-WAYPLANING BITUMINOUSPAVEMENT, 2-INCH DEPTHPROPOSED CATCH BASIN, SEE SD SHEETSSITE PREPARATIONSTA 903+00 TO STA 913+00SHEET 3 OF 5JLDC-LINEC-LINE1171117151710"33"WEST GAS LINE TOBE ABANDONEDAND DEACTIVATED,BY OTHERSWEST GAS LINE TOBE ABANDONEDAND DEACTIVATED,BY OTHERS222511111010FWD NO 12 - REMOVE 2 CULVERTS IN WZE TLS 04/12/22DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/23DVSNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SP.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/202108/31/2023111 913+00914+00915+00916+00917+00918+00STA 917+87,41.0'LTSTA 916+80,46.0'RTSTA 916+90,46.0'RT6' CHAINLINK918+00919+00920+00921+00922+00923+00STA 919+63,74.7'LTSTA 921+13,49.5'LTBEGINSTA 921+57,49.5'LTBEGINSTA 919+56,45.3'RTENDSTA 918+70, 41.0'LTSTA 919+00,41.0'LTSTA 918+04, 41.0'LTSTA 919+47,46.7'LTSTA 919+70,74.4'LTBEGINSTA 919+62,45.8'LTSTA 921+25,36.7'LTENDSTA 921+73,33.2'LTENDSTA 919+59,45.4'RTSTA 919+59,32.0'RTSTA 920+18,31.4'RTSTA 919+48,31.6'RTBEGINSTA 919+73,14.4'RTSTA 920+09,22.2'LTSTA 919+44,25.3'LTSTA 919+32,30.8'LTSTA 919+98,26.6'LTMATCH LINE STA 918+00, SEE BELOW MATCH LINE STA 918+00, SEE ABOVE MATCH LINE STA 923+00, SEE SHEET SP5 MATCH LINE STA 913+00, SEE SHEET SP3NE 12TH ST DUVALL AVENUE NEDUVALL AVENUE NEPLANSCALE IN FEET02040PLANSCALE IN FEET02040898884444415111155 LF OF14" PIPE82 LF OF14" PIPE48 LF OF14" PIPE221 LF OF14" PIPE254 LF OF12" PIPE1311151591691 LF10104SP415DVS1111118111161056 LF11 LF30 LF OF12" PIPEGENERAL NOTES:1.SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES.2.SEE CH PLANS FOR SIGN REMOVAL/RELOCATION.3.THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE.ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THEFIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OFFIELD MARKING PRIOR TO DEMOLITION ACTIVITIES.4.CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATIONSYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FORREMOVAL AND CLEARING AND GRUBBING.5.SILT FENCE SHALL BE 0.5' INSIDE THE LIMITS OF ROW OR TCE.LEGEND:CLEARING AND GRUBBING, TRIMOVERHANGING BRANCHESCATCH BASIN INSERT PER CORSTD PLAN 216.30SAWCUT LINEHIGH VISIBILITY SILT FENCE PER WSDOTSTD PLAN I-30.17-01REMOVE UTILITYREMOVE AND DISPOSE OF STORMWATER PIPEREMOVE CEMENT CONCRETESIDEWALKREMOVE CEMENT CONC CURB/CURB AND GUTTERASPHALT PULVERIZATION FORUSE AS RECYCLED PAVEMENTREMOVING ASPHALT CONC.PAVEMENTDEMOLITION NOTES:REMOVE TREE.PROTECT EXISTING FENCE.PLUG EXISTING WATER MAIN.ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHERTHE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF.REMOVE EXISTING FIRE HYDRANT.REMOVE EXISTING UTILITY POLE (BY OTHERS).REMOVE BOLLARD POSTREMOVE DRAINAGE STRUCTURE.PROTECT EXISTING UTILITY POLE.REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE.REMOVE CURB/CURB AND GUTTER.NOT USED.PRESERVE AND PROTECT TREE(S).REMOVE CHANNELIZATION.RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS.RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS.SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNALEQUIPMENT REMOVAL AND RELOCATION.1234567891011121314151617TEMPORARY CONSTRUCTION EASEMENTABANDON EXISTING WATER MAINRIGHT-OF-WAYPLANING BITUMINOUSPAVEMENT, 2-INCH DEPTHPROPOSED CATCH BASIN, SEE SD SHEETS1717SITE PREPARATIONSTA 913+00 TO STA 923+00SHEET 4 OF 5CJDJLDC-LINEC-LINE6333SCHEDULE B -WATER MAINREMOVALGAS LINE TO BEABANDONED ANDDEACTIVATED, BYOTHERSWEST GAS LINE TOBE ABANDONEDAND DEACTIVATED,BY OTHERSGAS LINE WEST OFACTIVE GAS LINETO BE ABANDONEDAND DEACTIVATED,BY OTHERS1111(2)MULTI-STEMMEDTREECURB AND SIDEWALKREPAIR AS NEEDED, SEESHEET PU215RELOCATE EXISTINGMAILBOX, SEE SHEET RD7171717FWD NO 23 - REMOVE STORM PIPE IN LIEU OF ABANDON WITH CDF TLS 07/09/22DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/23DVSNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SP.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/202108/31/202311 923+00924+00925+00926+00927+00928+00STA 926+27,50.0'LTBEGINSTA 926+61,50.0'LTBEGINSTA 923+36,58.5'LTBEGINSTA 923+66,58.5'LTBEGINSTA 927+59,33.0'LTENDSTA 927+59,32.1'RTSTA 923+34,33.3'LTENDSTA 923+66,33.6'LTENDSTA 926+30,33.2'LTENDSTA 926+63,33.8'LTENDSTA 923+85,21.0'LTSTA 924+60,18.0'LTSTA 926+82,20.4'LTSTA 923+77.64,21.16'LT90 LF HIGH VISIBILITYFENCE PER WSDOTST. PLAN I-10.10-01MATCH LINE STA 923+00, SEE SHEET SP4 DUVALL AVENUE NEPLANSCALE IN FEET020404111111114108885267 LF OF12" PIPE1147 LFSP516DVS1313111111111010129 LF OF12" PIPE12 LF7 LFGENERAL NOTES:1.SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES.2.SEE CH PLANS FOR SIGN REMOVAL/RELOCATION.3.THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE.ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THEFIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OFFIELD MARKING PRIOR TO DEMOLITION ACTIVITIES.4.CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATIONSYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FORREMOVAL AND CLEARING AND GRUBBING.5.SILT FENCE SHALL BE 0.5' INSIDE THE LIMITS OF ROW OR TCE.LEGEND:CLEARING AND GRUBBING, TRIMOVERHANGING BRANCHESCATCH BASIN INSERT PER CORSTD PLAN 216.30SAWCUT LINEHIGH VISIBILITY SILT FENCE PER WSDOTSTD PLAN I-30.17-01REMOVE UTILITYREMOVE AND DISPOSE OF STORMWATER PIPEREMOVE CEMENT CONCRETESIDEWALKREMOVE CEMENT CONC CURB/CURB AND GUTTERASPHALT PULVERIZATION FORUSE AS RECYCLED PAVEMENTREMOVING ASPHALT CONC.PAVEMENTDEMOLITION NOTES:REMOVE TREE.PROTECT EXISTING FENCE.PLUG EXISTING WATER MAIN.ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHERTHE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF.REMOVE EXISTING FIRE HYDRANT.REMOVE EXISTING UTILITY POLE (BY OTHERS).REMOVE BOLLARD POSTREMOVE DRAINAGE STRUCTURE.PROTECT EXISTING UTILITY POLE.REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE.REMOVE CURB/CURB AND GUTTER.NOT USED.PRESERVE AND PROTECT TREE(S).REMOVE CHANNELIZATION.RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS.RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS.SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNALEQUIPMENT REMOVAL AND RELOCATION.1234567891011121314151617TEMPORARY CONSTRUCTION EASEMENTABANDON EXISTING WATER MAINRIGHT-OF-WAYPLANING BITUMINOUSPAVEMENT, 2-INCH DEPTHPROPOSED CATCH BASIN, SEE SD SHEETS1717SITE PREPARATIONSTA 923+00 TO ENDSHEET 5 OF 5CJDJLDC-LINE333SCHEDULE B -WATER MAINREMOVAL3WEST GAS LINE TOBE ABANDONEDAND DEACTIVATED,BY OTHERSFWD NO 23 - REMOVE STORM PIPE IN LIEU OF ABANDON WITH CDF TLS 07/09/22ADDITIONAL TREE REMOVAL TLS 07/15/2211112DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/23DVSNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SP.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/202108/31/2023112 50+5051+0051+5052+0052+5053+00STA 50+83.6,34.0'LTBEGINMATCH EXISTINGSTA 52+26.0,34.4'LTENDMATCH EXISTING400 400397398398399399STA 50+89.5,33.8'LTAP4TH DWYSEE SHEET DW1STA 52+04.3,34.3'LT1STA 52+53.7,34.1'LTENDMATCH EXISTING3067437.20CBDUVALL AVENUE NEPLANSCALE IN FEET01020232313NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RD117DVSCJDNOTES:CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DWSHEETS.CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN102.CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PERCOR STD PLAN 101.CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL APER WSDOT STD PLAN F-40.12-03.CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLEDIRECTION A PER WSDOT STD PLAN F-40.16-03.CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PERDETAIL 2, SHEET RD10.NOT USED.CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B,PER WSDOT STD PLAN F-40.12-03.CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 ANDWD3.INSTALL MONUMENT CASE AND COVER.SEE SHEET E10 FOR SIDEWALK DETAIL.CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUNDHYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS.1234567891011121314151617LEGEND:CEMENT CONC. SIDEWALKCLASS 4000 CEMENT CONC.SIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22 WITH FULL DEPTHRECYCLED PAVEMENTHMA CL 12" PG 64-22 DRIVEWAYAPPROACHLANDSCAPE AREA - SEE LANDSCAPE PLANSHMA CL 12" PG 64-22 FULL DEPTHROADWAYHMA CL 12" PG 64-22 2" MIN OVERLAY18TEMPORARY CONSTRUCTION EASEMENTRIGHT-OF-WAY19D-LINENE 4TH ST PLAN AND PROFILEBEGIN TO STA 52+60SHEET 1 OF 10JLDSIDEWALK REPAIR ASNEEDED, SEE SHEET SD9ADJUST JUNCTIONBOX TO GRADEDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS STA 891+89.1,32.5'RTPTSTA 893+69.1,39.0'RTBEGIN 1' HIGH WALLSTA 893+18.6,32.5'RTPCPC STA 893+18.64891+00892+00893+00894+004 2 5 4 2 6 4 2 72 891+00892+00893+00894+00PC STA 893+18.64420'430'440'420'430'440'891+00892+00893+00894+00422.9 423.5 424.1 424.6 425.1 425.6 426.1 426.4 426.8 427.1 427.4 PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RD218DVSCJD23EXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)NE 7TH PL DUVALL AVENUE NENE 8TH ST6 6NOTES:CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DWSHEETS.CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN102.CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PERCOR STD PLAN 101.CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL APER WSDOT STD PLAN F-40.12-03.CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLEDIRECTION A PER WSDOT STD PLAN F-40.16-03.CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PERDETAIL 2, SHEET RD10.NOT USED.CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B,PER WSDOT STD PLAN F-40.12-03.CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 ANDWD3.INSTALL MONUMENT CASE AND COVER.SEE SHEET E10 FOR SIDEWALK DETAIL.CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUNDHYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS.1234567891011121314151617LEGEND:CEMENT CONC. SIDEWALKCLASS 4000 CEMENT CONC.SIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22 WITH FULL DEPTHRECYCLED PAVEMENTHMA CL 12" PG 64-22 DRIVEWAYAPPROACHLANDSCAPE AREA - SEE LANDSCAPE PLANSHMA CL 12" PG 64-22 FULL DEPTHROADWAYHMA CL 12" PG 64-22 2" MIN OVERLAY18TEMPORARY CONSTRUCTION EASEMENTRIGHT-OF-WAY1910623MATCH LINE STA 894+00, SEE SHEET R D 2C-LINESEE SHEET GR1SEE SHEET GR2SEE SHEET GR2PLAN AND PROFILESTA 891+50 TO STA 894+00SHEET 2 OF 1018JLDCONTRACTOR TO REMOVE AND REINSTALL EXISTINGCURBING WITH 3' BREAKS. CONTRACTOR TOCOORDINATE WITH CITY PRIOR TO INSTALLATION ANDSALVAGE REMAINING CURBING TO THE CITY.1919DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS STA 891+89.1,32.5'RTPTSTA 893+69.1,39.0'RTBEGIN 1' HIGH WALLSTA 893+18.6,32.5'RTPCPC STA 893+18.64891+00892+00893+00894+004 2 5 4 2 6 4 2 72 891+00892+00893+00894+00PC STA 893+18.64420'430'440'420'430'440'891+00892+00893+00894+00422.9 423.5 424.1 424.6 425.1 425.6 426.1 426.4 426.8 427.1 427.4 PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RD218DVSCJD23EXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)NE 7TH PL DUVALL AVENUE NENE 8TH ST6 6NOTES:CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DWSHEETS.CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN102.CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PERCOR STD PLAN 101.CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL APER WSDOT STD PLAN F-40.12-03.CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLEDIRECTION A PER WSDOT STD PLAN F-40.16-03.CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PERDETAIL 2, SHEET RD10.NOT USED.CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B,PER WSDOT STD PLAN F-40.12-03.CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 ANDWD3.INSTALL MONUMENT CASE AND COVER.SEE SHEET E10 FOR SIDEWALK DETAIL.CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUNDHYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS.1234567891011121314151617LEGEND:CEMENT CONC. SIDEWALKCLASS 4000 CEMENT CONC.SIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22 WITH FULL DEPTHRECYCLED PAVEMENTHMA CL 12" PG 64-22 DRIVEWAYAPPROACHLANDSCAPE AREA - SEE LANDSCAPE PLANSHMA CL 12" PG 64-22 FULL DEPTHROADWAYHMA CL 12" PG 64-22 2" MIN OVERLAY18TEMPORARY CONSTRUCTION EASEMENTRIGHT-OF-WAY1910623MATCH LINE STA 894+00, SEE SHEET R D 2C-LINESEE SHEET GR1SEE SHEET GR2SEE SHEET GR2PLAN AND PROFILESTA 891+50 TO STA 894+00SHEET 2 OF 1018JLDCONTRACTOR TO REMOVE AND REINSTALL EXISTINGCURBING WITH 3' BREAKS. CONTRACTOR TOCOORDINATE WITH CITY PRIOR TO INSTALLATION ANDSALVAGE REMAINING CURBING TO THE CITY.1919DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS STA 894+35.0END 1' HIGH WALLBEGIN 1.5' HIGH WALLSTA 894+70.0END 1.5' HIGH WALLBEGIN 2' HIGH WALLSTA 895+10.0END 2' HIGH WALLBEGIN 3' HIGH WALLSTA 895+55.0END 3' HIGH WALLBEGIN 1.5' HIGH WALLSTA 896+90.0END 1.5' HIGH WALLBEGIN 1' HIGH WALLSTA 897+30.0,39.0'RTEND 1' HIGH WALLSTA 895+14.4,32.5'RTPTPC STA 897+29.1,32.5'RTPCPC STA 897+29.11PT STA 895+14.36894+00895+00896+00897+00898+0043 0 428429 43 1 432432STA 895+08.0,0.0'LTPTSTA 898+03.0,0.0'TPTSTA 897+70.0,39.0'RTBEGIN 1' HIGH WALL3456894+00895+00896+00897+00898+00PC STA 897+29.11PT STA 895+14.36430'440'450'430'440'450'894+00895+00896+00897+00898+00898+50427.95428.0428.24428.2428.44428.4428.64428.6429.34428.9429.55429.1 429.75 429.2 429.96 429.4 430.16 429.6 430.37 429.8 430.58 430.1 430.78 430.2 430.99 430.4 431.19 430.6 431.40 430.8 431.60 431.1 431.34 431.3 0.82%PVI STA 895+08.00EL=428.70PVI STA 895+08.21EL=429.20PVI STA 898+03.00EL=431.13PVI STA 898+50.00 EL=431.57PVI STA 898+02.79EL=431.63PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RD319DVSCJDMATCH LINE STA 894+00, SEE SHEET RD2EXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)DUVALL AVENUE NE2NOTES:CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DWSHEETS.CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN102.CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PERCOR STD PLAN 101.CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL APER WSDOT STD PLAN F-40.12-03.CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLEDIRECTION A PER WSDOT STD PLAN F-40.16-03.CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PERDETAIL 2, SHEET RD10.NOT USED.CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B,PER WSDOT STD PLAN F-40.12-03.CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 ANDWD3.INSTALL MONUMENT CASE AND COVER.SEE SHEET E10 FOR SIDEWALK DETAIL.CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUNDHYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS.1234567891011121314151617LEGEND:CEMENT CONC. SIDEWALKCLASS 4000 CEMENT CONC.SIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22 WITH FULL DEPTHRECYCLED PAVEMENTHMA CL 12" PG 64-22 DRIVEWAYAPPROACHLANDSCAPE AREA - SEE LANDSCAPE PLANSHMA CL 12" PG 64-22 FULL DEPTHROADWAYHMA CL 12" PG 64-22 2" MIN OVERLAY18TEMPORARY CONSTRUCTION EASEMENTRIGHT-OF-WAY191023MATCH LINE STA 898+50, SEE SHEET RD4C-LINEPLAN AND PROFILESTA 894+00 TO STA 898+50SHEET 3 OF 101818JLDPROPOSED GRADE ATC-LINE (TYP)1414319PROPOSEDGRADE AT C-LINE(TYP)DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS STA 900+43.7,32.5'RTBEGINSTA 900+95.0,39.0'RTBEGIN 1' HIGH WALLSTA 901+94.0,39.0'RTBEGINSTA 902+54.0,39.0'RTENDSTA 899+24.2,32.5'RTPTPT STA 899+24.21STA 901+75.0,39.0'RTEND 1' HIGH WALL899+00900+00901+00902+00903+004 3 5434STA 899+30.0,39.0'RTEND 1' HIGH WALLSTA 902+12.5,0.0'T8STA 900+18.8,65.2'RTENDSTA 900+18.9,74.1'RTBEGIN899+00900+00901+00902+00903+00PT STA 899+24.21STA 899+75.0, 0.0'TEL=432.58EL=432.79STA 900+25.0, 0.0'TEL=433.00 END OF CROWNSTA 900+50.0, 0.0'TEL=433.21STA 900+18.0, 32.5'RTEL=433.05STA 900+75.0, 0.0'TEL=433.43EL=433.16EL=432.87430'440'450'430'440'450'898+50899+00900+00901+00902+00903+00431.77431.8431.97432.0432.17432.1432.4432.58432.5432.79432.7433.00432.9 433.21433.1 433.43433.4 433.64433.6 433.85433.9 434.06434.1 434.22434.2 434.37434.4 435.06434.5 435.27434.7 435.49435.0 0.79%0.85%0.85%PVI STA 898+50.00EL=431.57 PVI STA 902+12.50EL=434.45PVI STA 902+12.71EL=434.95PVI STA 899+50.00EL=432.37 PVI STA 900+95.92 EL=433.60 PVI STA 901+50.00EL=434.06 PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RD420DVSCJD23NE 9THST DUVALL AVENUE NEEXISTING GRADE ATC-LINE (TYP)NOTES:CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DWSHEETS.CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN102.CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PERCOR STD PLAN 101.CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL APER WSDOT STD PLAN F-40.12-03.CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLEDIRECTION A PER WSDOT STD PLAN F-40.16-03.CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PERDETAIL 2, SHEET RD10.NOT USED.CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B,PER WSDOT STD PLAN F-40.12-03.CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 ANDWD3.INSTALL MONUMENT CASE AND COVER.SEE SHEET E10 FOR SIDEWALK DETAIL.CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUNDHYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS.1234567891011121314151617LEGEND:CEMENT CONC. SIDEWALKCLASS 4000 CEMENT CONC.SIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22 WITH FULL DEPTHRECYCLED PAVEMENTHMA CL 12" PG 64-22 DRIVEWAYAPPROACHLANDSCAPE AREA - SEE LANDSCAPE PLANSHMA CL 12" PG 64-22 FULL DEPTHROADWAYHMA CL 12" PG 64-22 2" MIN OVERLAY18TEMPORARY CONSTRUCTION EASEMENTRIGHT-OF-WAY19101088MATCH LINE STA 903+00 SEE SHEET RD5 MATCH LINE STA 898+50, SEE SHEET RD33C-LINE6SEE SHEET GR3PLAN AND PROFILESTA 898+50 TO STA 903+00SHEET 4 OF 10JLDEXISTING GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)101423231919PROPOSED GRADE ATC-LINE (TYP)02/15/20221OVERLAY AND FULL DEPTH ROADWAY LIMITS CHANGED DVS 02/15/22PROPOSED PROFILE CHANGED DVS 02/15/22DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS212 STA 903+26.1,32.9'LTBEGINSTA 903+56.2,32.5'LTAPSTA 906+17.8,46.0'LTENDSTA 905+96BEGINSTA 905+96.6,32.5'RTPCSTA 903+15.0,39.0'RTBEGIN 1' HIGH WALLSTA 903+30.0,38.5'LTBEGIN 1' HIGH WALLSTA 903+56.3, 38.0'LTEND 1' HIGH WALLBEGIN 1.5' HIGH WALLSTA 904+70.0,38.0'LTEND 1.0' HIGH WALLSTA 905+25.0,39.0'RTEND 1' HIGH WALLPI STA 906+35.13PI STA 906+45.21STA 905+36.0,38.0'LTBEGINSTA 905+65.1,38.0'LTENDSTA 905+95.7,32.5'LTPC903+00904+00905+00906+00907+00908+00436 437 4 3 7 STA 905+99.7,32.8'LTENDSTA 906+30.2,1.0'LTSTA 903+96.2,0.0'TEND89903+00904+00905+00906+00907+00908+00STA 906+53.1,54.2'LTENDSTA 906+54.4,49.4'LTENDPI STA 906+35.13PI STA 906+45.21STA 904+60.0, 38.0'LTEND 1' HIGH WALLBEGIN 1.5' HIGH WALL430'440'450'430'440'450'903+00904+00905+00906+00907+00908+00435.91435.5436.13435.7436.34435.9436.05436.1436.24436.2436.44436.4436.63436.6436.82436.8 437.01 436.9 437.20 437.2 437.39 437.4 437.58 437.6 437.77 437.8 437.97 438.0 438.16 438.2 438.36 438.5 438.54 438.6 438.68 438.8 438.79 438.9 0.78%0.76%0.85%PVI STA 907+03.90 EL=438.39PVI STA 905+95.67EL=437.55PVI STA 903+96.16EL=436.02PVI STA 903+95.95EL=436.52208' VCPVI STA 908+08.13EL=439.20'K=161.52BVC STA 907+03.90 EL=438.39 PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEDUVALL AVENUE NENE 10TH STEXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)233315R=25'6PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)12121312122NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RD521DVSCJD23R=25'176NOTES:CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DWSHEETS.CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN102.CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PERCOR STD PLAN 101.CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL APER WSDOT STD PLAN F-40.12-03.CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLEDIRECTION A PER WSDOT STD PLAN F-40.16-03.CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PERDETAIL 2, SHEET RD10.NOT USED.CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B,PER WSDOT STD PLAN F-40.12-03.CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 ANDWD3.INSTALL MONUMENT CASE AND COVER.SEE SHEET E10 FOR SIDEWALK DETAIL.CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUNDHYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS.1234567891011121314151617LEGEND:CEMENT CONC. SIDEWALKCLASS 4000 CEMENT CONC.SIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22 WITH FULL DEPTHRECYCLED PAVEMENTHMA CL 12" PG 64-22 DRIVEWAYAPPROACHLANDSCAPE AREA - SEE LANDSCAPE PLANSHMA CL 12" PG 64-22 FULL DEPTHROADWAYHMA CL 12" PG 64-22 2" MIN OVERLAY18TEMPORARY CONSTRUCTION EASEMENTRIGHT-OF-WAY191010106MATCH LINE STA 908+00 SEE SHEET RD6 MATCH LINE STA 903+00 SEE SHEET RD4C-LINE151044SEE SHEET GR4SEE SHEET GR4SEE SHEET GR4R=35'SEE SHEET GR5SEE SHEET GR5PLAN AND PROFILESTA 903+00 TO STA 908+00SHEET 5 OF 101813JLD23141819232301/31/20233MONUMENT LOCATION REVISED DVS 01/31/233REVISED CURB AND GUTTER FLOWLINE TLS 01/31/23101011FWD NO 25 TLS 07/19/22DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS22 STA 908+36.1,33.0'LTBEGIN,MATCH EXISTINGSTA 908+66.2,32.5'LTAPSTA 909+12.4,0.0'LTBEGINSTA 912+93.8,32.5'RTBEGIN,MATCH EXISTINGPI STA 908+35.21PI STA 912+93.50908+00909+00910+00911+00912+00913+00STA 912+93.5,32.5'LTAP908+00909+00910+00911+00912+00913+00PI STA 908+35.21PI STA 912+93.50430'440'450'430'440'450'908+00909+00910+00911+00912+00913+00438.88439.1438.87439.1438.81439.0438.72439.0439.10438.8438.93438.7438.72438.4 438.48 438.2 438.19 437.9 437.87 437.5 437.51 437.1 437.13 436.7 436.64 436.3 436.12 435.8 435.59 435.2 435.05 434.7 434.50 434.2 433.94 433.7 433.38 433.1 -1.52%-2.09%PVI STA 909+12.36EL=438.67PVI STA 909+12.57EL=439.17PVI STA 910+73.90 EL=437.53 PVI STA 911+05.40EL=437.05PVI STA 911+50.00 EL=436.12 PVI STA 913+00.00 EL=432.80 208' VCPVI STA 908+08.13EL=439.20'K=161.52EVC STA 909+12.36EL=438.67 161' VCPVI STA 909+93.23EL=438.75'K=161.01BVC STA 909+12.57EL=439.17 EVC STA 910+73.90 EL=437.53 150' VCPVI STA 912+25.00EL=434.54'K=647.63BVC STA 911+50.00 EL=436.12 EVC STA 913+00.00 EL=432.80 PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEDUVALL AVENUE NEEXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)33PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)1314R=5.5'NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RD622DVSCJDNOTES:CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DWSHEETS.CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN102.CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PERCOR STD PLAN 101.CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL APER WSDOT STD PLAN F-40.12-03.CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLEDIRECTION A PER WSDOT STD PLAN F-40.16-03.CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PERDETAIL 2, SHEET RD10.NOT USED.CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B,PER WSDOT STD PLAN F-40.12-03.CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 ANDWD3.INSTALL MONUMENT CASE AND COVER.SEE SHEET E10 FOR SIDEWALK DETAIL.CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUNDHYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS.1234567891011121314151617LEGEND:CEMENT CONC. SIDEWALKCLASS 4000 CEMENT CONC.SIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22 WITH FULL DEPTHRECYCLED PAVEMENTHMA CL 12" PG 64-22 DRIVEWAYAPPROACHLANDSCAPE AREA - SEE LANDSCAPE PLANSHMA CL 12" PG 64-22 FULL DEPTHROADWAYHMA CL 12" PG 64-22 2" MIN OVERLAY18TEMPORARY CONSTRUCTION EASEMENTRIGHT-OF-WAY19MATCH LINE STA 908+00 SEE SHEET RD5 MATCH LINE STA 913+00 SEE SHEET RD723C-LINEPLAN AND PROFILESTA 908+00 TO STA 913+00SHEET 6 OF 10JLD31FWD NO 90 - SCHOOL FRONTAGE REVISIONS TLS 05/26/221STA 908+80.64,BEGIN CURBTRANSITIONDEPRESSED CURB ANDGUTTER FOR DRIVEWAYPER COR 104.2, STA908+86.64 LT TO STA909+16.53 LTSTA 909+22.53 LT,END CURBTRANSITIONEND TEMP HMATHICKENED EDGE,BEGIN TRAFFICCURB AND GUTTERSTA 911+72.90 LTSHIFT FO CABLEVAULT LOCATIONTO STA 911+90END TRAFFIC CURBAND GUTTER STA911+12.96 LT,BEGIN TEMP HMATHICKENED EDGE2REVISED CURB AND GUTTER FLOWLINE TLS 01/31/232208/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS1 STA 915+80.3,0.0'LTENDSTA 913+03.8,38.0'RTBEGIN 1' HIGH WALLCHURCH DWY SSEE SHEET DW2STA 917+95.63,32.5'LTSTA 916+27.3,38.0'RT APEND 4' HIGH WALLSTA 916+29.9,40.5'RT APSTA 916+40.2,40.5'RT AP913+00914+00915+00916+00917+00918+00STA 914+27.4,38.0'RTEND 2' HIGH WALLSTA 914+29.9,40.5'RTAPSTA 914+40.2,40.5'RTAPSTA 914+42.7,38.0'RTBEGIN 2' HIGH WALLSTA 916+79.4,41.0'RTEND 2' HIGH WALLSTA 916+95.0,38.0'RT AP1012STA 917+18.0,38.0'RTEND 1' HIGH WALLBEGINSTA 917+18.0,43.8'RT APSTA 917+33.0, 43.8'RT APSTA 917+33.0,38.0'RTENDBEGIN 4' HIGH WALLSTA 915+85.4,38.0'RTEND 3' HIGH WALL913+00914+00915+00916+00917+00918+00STA 916+31.2,34.3'RTRELOCATEEX MAILBOXSTA 916+91.2,40.2'RTBEGIN 1' HIGH WALLPRIVATE DWYSEE SHEET DW1STA 916+85.5, 32.5'RTSTA 916+64.8,38.0'RT APSTA 916+66.7,41.0'RT APSTA 916+42.7,38.0'RT APBEGIN 4' HIGH WALLENDBEGIN TEMP. HMATHICKENED EDGESTA 916+63.23,32.5'LTBEGIN CURB TRANSITIONSTA 917+80.6332.5'LTEND TEMP. HMATHICKENED EDGEBEGINSTA 917+29.0032.9'LTSTA 913+45.2,38.0'RTEND 1' HIGH WALLSTA 913+48.2,38.0'RTBEGIN 2' HIGH WALLSTA 916+75.4,41.0'RTEND 4' HIGH WALLBEGIN TRANSITION FROM4' TO 2' HIGH WALLSTA 914+65.2,38.0'RTEND 2' HIGH WALLSTA 914+68.2,38.0'RTBEGIN 3' HIGH WALLMATCH TOP OF SHAFTSTA 915+88.4,38.0'RTBEGIN 4' HIGH WALL420'430'440'420'430'440'913+00914+00915+00916+00917+00918+00-2.33%-2.14%-1.94%PVI STA 913+00.00EL=432.80PVI STA 913+35.32EL=431.98PVI STA 915+00.00EL=428.79 PVI STA 915+80.09EL=427.20PVI STA 915+80.30EL=426.69PVI STA 916+50.00EL=425.24 EVC STA 913+00.00EL=432.80 80' VCPVI STA 915+40.04EL=428.02'K=736.60BVC STA 915+00.00EL=428.79 EVC STA 915+80.09 EL=427.20 70' VCPVI STA 916+15.15EL=425.98'K=735.91BVC STA 915+80.30 EL=426.69 EVC STA 916+50.00EL=425.24 432.22432.0431.69431.5431.21431.0430.73430.5430.24430.0429.76429.5429.28428.9428.79428.4 428.30427.9 427.81427.4 427.30426.8 426.29426.4 425.77425.9 425.4 424.70424.8 424.17424.3 423.63423.8 423.10423.2 422.56422.6 PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEDUVALL AVENUE NEEXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)1313STA 915+60,BEGIN WEST SIDE CROSSSLOPE TRANSITIONTRANSITION WEST SIDE CROSSSLOPE FROM -3% TO -2%STA 914+85.2,END WEST SIDE CROSSSLOPE TRANSITION14R=5.5'NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RD723DVSCJDNOTES:CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DWSHEETS.CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN102.CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PERCOR STD PLAN 101.CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL APER WSDOT STD PLAN F-40.12-03.CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLEDIRECTION A PER WSDOT STD PLAN F-40.16-03.CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PERDETAIL 2, SHEET RD10.NOT USED.CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B,PER WSDOT STD PLAN F-40.12-03.CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 ANDWD3.INSTALL MONUMENT CASE AND COVER.SEE SHEET E10 FOR SIDEWALK DETAIL.CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUNDHYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS.1234567891011121314151617LEGEND:CEMENT CONC. SIDEWALKCLASS 4000 CEMENT CONC.SIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22 WITH FULL DEPTHRECYCLED PAVEMENTHMA CL 12" PG 64-22 DRIVEWAYAPPROACHLANDSCAPE AREA - SEE LANDSCAPE PLANSHMA CL 12" PG 64-22 FULL DEPTHROADWAYHMA CL 12" PG 64-22 2" MIN OVERLAY18TEMPORARY CONSTRUCTION EASEMENTRIGHT-OF-WAY191016MATCH LINE STA 918+00, SEE SHEET RD8 MATCH LINE STA 913+00, SEE SHEET RD6C-LINEPLAN AND PROFILESTA 913+00 TO STA 918+00SHEET 7 OF 10JLD110101619PROVIDE MAXIMUMCONCRETE HYDRANT PADWIDTH WITHIN ROW33DEPRESSED CURB AND GUTTERFOR DRIVEWAY PER COR 104.2STA 917+86.63, 32.5'LTTO STA 918+04.63, 32.5 LT1FWD NO 19 - SCHOOL FRONTAGE REVISIONS TLS 5/26/2212WALL BUMP OUT REVISION AT FH DVS 10/7/22SEE SHEET WD1SECTION AFOR WALL DETAILSSEE SHEET WD1SECTION AFOR WALL DETAILS33WALL HIGH REVISIONS DVS 12/13/2212/13/2022REVISED CURB ANDGUTTER FLOWLINEDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS GROCERY BACK DWYSEE SHEET DW3STA 921+43.9,32.5'LTSTA 919+29.6,32.5'LTPCSTA 919+91.7,32.5'LTPTSTA 921+85.3,38.0'LTBEGINSTA 919+25.8,38.1'RT, APEND 2' HIGH WALLBEGIN TRANSITION WALL HEIGHTFROM 2' TO 1'PI STA 919+91.70PI STA 919+35.21STA 919+52.5,0.1'RTSTA 918+42.7,38.0'RT, APBEGIN 2' HIGH WALLSTA 918+29.9,40.5'RT, APSTA 918+40.2,40.5'RT, AP918+00919+00920+00921+00922+00923+00STA 919+33.9,41.0'RT,END 1' HIGH WALL121415STA 918+78.0,43.8'RT, APSTA 918+98.5,43.8'RT APSTA 919+55.9,45.3'RT,ENDSTA 919+70.1,74.4'LT,BEGINSTA 919+69.2,59.0'LT,PCSTA 919+46.16,46.8'LT,END918+00919+00920+00921+00922+00923+00PI STA 919+91.70PI STA 919+35.21STA 918+78.0,38.0'RTEND 2' HIGH WALLSTA 918+98.5,38.0'RTBEGIN 2' HIGH WALLEND CURB TRANSITIONSTA 918+10.63,32.5'LTBEGIN CURB TRANSITIONSTA 918+65.35,32.5'LTEND CURB TRANSITIONSTA 919+06.35,32.5'LTDEPRESSED CURB ANDGUTTER FOR CURB RAMP,PER COR 101, STA 919+39.74,35.4'LT AND THEN 6.3' NWALONG CURB RETURNCHURCH DWY NSEE SHEET DW2STA 918+85.85,32.5'LT410'420'430'410'420'430'918+00919+00920+00921+00922+00923+00-1.96%PVI STA 921+25.00EL=415.42PVI STA 919+26.00EL=419.33421.49421.6420.96421.0420.42420.5419.89419.9419.35419.4418.86419.0418.37418.6417.88418.2 417.39 417.8 416.90417.4 416.41416.7 415.91416.2 415.42415.7 414.88415.2 414.34414.7 413.80414.1 413.26413.6 412.72413.0 412.17412.6 PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEEXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)DUVALL AVENUE NENE 12TH ST 16633R=15'PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)1711131213R=25'7NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RD824DVSCJD8NOTES:CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DWSHEETS.CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN102.CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PERCOR STD PLAN 101.CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL APER WSDOT STD PLAN F-40.12-03.CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLEDIRECTION A PER WSDOT STD PLAN F-40.16-03.CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PERDETAIL 2, SHEET RD10.NOT USED.CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B,PER WSDOT STD PLAN F-40.12-03.CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 ANDWD3.INSTALL MONUMENT CASE AND COVER.SEE SHEET E10 FOR SIDEWALK DETAIL.CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUNDHYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS.1234567891011121314151617LEGEND:CEMENT CONC. SIDEWALKCLASS 4000 CEMENT CONC.SIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22 WITH FULL DEPTHRECYCLED PAVEMENTHMA CL 12" PG 64-22 DRIVEWAYAPPROACHLANDSCAPE AREA - SEE LANDSCAPE PLANSHMA CL 12" PG 64-22 FULL DEPTHROADWAYHMA CL 12" PG 64-22 2" MIN OVERLAY18TEMPORARY CONSTRUCTION EASEMENTRIGHT-OF-WAY1910MATCH LINE STA 918+00, SEE SHEET RD7 MATCH LINE STA 923+00, SEE SHEET RD9C-LINESEE SHEET GR5SEE SHEET GR6SEE SHEET GR6PLAN AND PROFILESTA 918+00 TO STA 923+00SHEET 8 OF 10JLD10CURB AND GUTTER AND SIDEWALKREPAIR AS NEEDED, SEE SHEET PU233331019WATER MAIN TO BEABANDONED PER SP SHEETS1CALL OUTS REVISED DVS 02/22/22122SIDEWALK REVISED DVS 06/17/22DEPRESSED CURB AND GUTTERFOR DRIVEWAY PER COR 104.2STA 917+86.63, 32.5'LTTO STA 918+04.63, 32.5 LTDEPRESSED CURB AND GUTTERFOR DRIVEWAY PER COR 104.2STA 918+71.35, 32.5'LTTO STA 919+00.35, 32.5 LT3SEE SHEET WD1SECTION AFOR WALL DETAILSSTA 918+24.4,38.0'RTEND 4' HIGH WALLMATCH TOP OFSHAFTSEE SHEETS WD2AND WD3FOR WALL DETAILS433FWD NO 19 - SCHOOL FRONTAGE REVISIONS TLS 05/26/224WALL HIGH REVISIONS DVS 12/13/225REVISED CURB AND GUTTER FLOWLINE TLS 01/31/23REVISED CURB ANDGUTTER FLOWLINEREVISED CURB ANDGUTTER FLOWLINE508/31/20235DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS STA 927+58.7,33.0'LTENDMATCH EXISTINGGROCERY N DWYSEE SHEET DW4STA 926+45.8,32.5'LTGROCERY S DWYSEE SHEET DW3STA 923+51.1,32.5'LTSTA 923+06.7,38.0'LTENDPI STA 926+63.97PI STA 927+59.65PC STA 924+04.62PT STA 925+05.86923+00924+00925+00926+00927+00928+001516923+00924+00925+00926+00927+00928+00PI STA 926+63.97PI STA 927+59.65PC STA 924+04.62PT STA 925+05.86400'410'420'400'410'420'923+00924+00925+00926+00927+00928+00-2.17%350' VCPVI STA 926+65.25EL=403.72'K=91.62BVC STA 924+90.25EL=407.51411.09411.6410.55411.1410.01410.6409.47410.1408.92409.6408.38409.1407.84408.5407.30407.9 406.82 407.4 406.41 407.0 406.07 406.5 405.79 406.2 405.58 405.8 405.44 405.5 405.37 405.4 405.37 405.4 405.43 405.5 405.57 405.6 405.77 405.7 MATCH LINE STA 923+00, SEE SHEET RD8DUVALL AVENUE NEPLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEEXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)2311PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RD925DVSCJDNOTES:CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DWSHEETS.CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN102.CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PERCOR STD PLAN 101.CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STDPLAN 101.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL APER WSDOT STD PLAN F-40.12-03.CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLEDIRECTION A PER WSDOT STD PLAN F-40.16-03.CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PERDETAIL 2, SHEET RD10.NOT USED.CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1.ADJUST CATCH BASIN.ADJUST MANHOLE.ADJUST VALVE BOX.CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B,PER WSDOT STD PLAN F-40.12-03.CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 ANDWD3.INSTALL MONUMENT CASE AND COVER.SEE SHEET E10 FOR SIDEWALK DETAIL.CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUNDHYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS.1234567891011121314151617LEGEND:CEMENT CONC. SIDEWALKCLASS 4000 CEMENT CONC.SIDEWALK/DRIVEWAY ENTRANCEHMA CL 12" PG 64-22 WITH FULL DEPTHRECYCLED PAVEMENTHMA CL 12" PG 64-22 DRIVEWAYAPPROACHLANDSCAPE AREA - SEE LANDSCAPE PLANSHMA CL 12" PG 64-22 FULL DEPTHROADWAYHMA CL 12" PG 64-22 2" MIN OVERLAY18TEMPORARY CONSTRUCTION EASEMENTRIGHT-OF-WAY198C-LINE13PLAN AND PROFILESTA 923+00 TO ENDSHEET 9 OF 10JLD5555WATER MAIN TO BEABANDONED PER SP SHEETSDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS1REVISED CURB AND GUTTER FLOWLINE TLS 01/31/231PAVEMENT REPAIR AREA ADDEDAPPROX STA 925+31RT TO APPROX STA926+75RT. THE OUTER NORTH-BOUNDLANE TO THE GUTTER. APPROX 144 LF x16'W02/05/2021 NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-RD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021RD1026DVSCJD3H:1VNST 2H:1V*1.5%6"12" 6"2TYPDETAILNO SCALETHICKENED EDGE10"WIDTH OF SIDEWALKNOTES:OBJECT MARKER SIGN TYPE OM3-L.1C-LINE℄1TYPDETAILNO SCALEC-LINE STA 895+08 TO STA 898+03C-LINE STA 902+12 TO STA 903+97C-LINE STA 909+12 TO STA 915+811R5.5'AA10"7.5"6"2"2"6"FINISHED LANDSCAPING GRADER1.5"(TYP)#3 REBAR @ 2' SPACINGATYPMODIFIED CEMENT CONC. EXTRUDED CURB TYPE 6 DETAILNO SCALEC-LINE STA 909+12 TO STA 915+80CONSTRUCTION AND ROADWAY DETAILSSHEET 10 OF 10VARIESDRIVEWAY WIDTHVARIES8"7"DRIVEWAY CROSS SECTIONCONSTRUCTION NOTES: HMA CL 12" PG 64-22 CRUSHED SURFACING TOP COURSE CEMENT CONCRETE TRAFFIC CURB PER COR STDPLAN 101125TYPCROSS SECTIONNO SCALEHMA DRIVEWAY WITH TRAFFIC CURBVARIESDRIVEWAY WIDTHVARIES8"7"4TYPCROSS SECTIONNO SCALEHMA DRIVEWAYVARIESDRIVEWAY WIDTHVARIES12"NST 2 :1NST 2:1NST 4:1NST 4:13TYPCROSS SECTIONNO SCALEGRAVEL DRIVEWAY32122133NST 2 :1NST 2:1NST 4:1NST 4:1NST 2 :1NST 2:1NST 4:1NST 4:1TOWARDS TRAFFICTOWARDS LANDSCAPING1.5'JLDSEE WSDOT STD PLAN F-10.42-002.5"1MODIFIED CEMENT CONC, EXTRUDED CURB TYPE 6 DETAIL REVISION TLS 05/26/2213"3"DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS08/31/2023 6.00' @ 1.50%4.76' @ 2.31%12.59'@6.03%5.17'@8.98%8 .8 9 '@ 8.98%3.84'@12.08%5.03' @ 1 .59 %4 .1 9 '@ 15.46%5.00' @ 1.50%5.00' @ 1.50%5.00' @ 1.50%STA 891+73.0761.36' RTFL, MATCH EXISTINGSTA 891+72.3141.56' RTFL, TOC EL 423.45MATCH EXISTINGBOW EL 425.20BOW EL 424.22BOW EL 424.33LD, BR EL 423.45PCCLD, BR EL 423.52STA 891+93.8232.50' RTFL EL 423.74STA 891+71.4155.24' RTFL, PRC EL 424.336.00' @ 1.50%TOC EL 424.24TOC EL 424.13TOC EL 423.37TOC EL 423.45STA 891+70.0346.33' RTFL, PCC EL 423.72STA 891+73.0159.20' RTFL EL 424.62MATCH EXISTINGTOC EL 425.126.98'@8.01%TOC EL 424.71TOC EL 423.91BOW EL 424.64PRCBOW EL 423.99PCC6.76'@1.18%STA 891+89.0532.50' RTFL, PT EL 423.63STA 891+93.8232.50' RTFL EL 423.74STA 891+93.8232.50' RTFL EL 423.74STA 891+93.8232.50' RTFL EL 423.74STA 891+93.8232.50' RTFL EL 423.74STA 891+93.8232.50' RTFL EL 423.74STA 891+77.0236.53' RTFL, TOC EL 423.37STA 891+93.8232.50' RTFL EL 423.74STA 891+93.8232.50' RTFL EL 423.74STA 891+93.8232.50' RTFL EL 423.74STA 891+93.8232.50' RTFL EL 423.74STA 891+93.8232.50' RTFL EL 423.74STA 891+93.8232.50' RTFL EL 423.74BOW EL 424.22BOW EL 424.22BOW EL 424.22BOW EL 424.22BOW EL 424.22BOW EL 424.22BOW EL 424.22R14'R4.5'R14.5'5.00' @ 1.50%5. 7 4 '@8.46%4.55'@8.98%3.42' @ 8.46%4.76' @ 2.31%NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-GR.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021GR127DVSMRGENERAL NOTES:1.2.3.4.5.6.APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTORSHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPEREQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN.RADIUS CALLOUTS ARE TO FACE OF CURB.RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADASTANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELDADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADAREQUIREMENTS.CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEYACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CURBS,CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY ANDSTAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THECONTRACTOR THROUGH THE USE OF A CONTRACTOR-SUPPLIED, CALIBRATED,4-FOOT LONG "SMART" LEVEL TO DIGITALLY MEASURE SLOPES.EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITYSTRUCTURES ARE SHOWN FOR REFERENCE.STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINEALIGNMENT.RAMPLANDINGSIDEWALKCROSSWALKDRIVEWAYMAXIMUM EXTENT FEASIBLEADA ELEMENT:RLCWDMESWRAMP DETAILSCALE IN FEET036DUVALL AVENUE NERRLSWDUVALL AVE NE/NE 7TH PLNE CORNERR=20'R=10'R=9'NE 7TH PL CONSTRUCTION NOTES:CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PERWSDOT STD PLAN F-40.12-03.CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101.CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101.DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02.213412334PLAN AND GRADINGNE 7TH PL NE CORNERSHEET 1 OF 6SWMEKREVERSE GUTTER PAN TO MATCHEXISTING DRAINAGE CONDITIONTOWARDS NE 7TH PL AND DUVALL AVE NEMELEGEND:AP-ANGLE POINTBOW-BACK OF SIDEWALKBR-BOTTOM OF RAMPEL-ELEVATIONFL -FLOWLINELD -LANDINGPC -POINT OF CURVATUREPCC - POINT OF COMPOUND CURVEPRC - POINT OF REVERSED CURVEPT -POINT OF TANGENCYSTA-STATIONSW -SIDEWALKTOC-TOP OF CURBTR - TOP OF RAMPSAMPLE GRADE BREAKDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 6.00' @ 1.50% 6.00' @ 1.50% 6.00' @ 1.50% 6.00' @ 1.50%7.00' @ 6.57%9.00' @ 6.78%9.00' @ 6.78%4.00' @ 0.50%7.00' @ 6.57%TOC EL 426.53TOC EL 425.92TOC EL 425.90TOC EL 426.36BOW EL 426.62BOW EL 426.45FL EL 425.86STA 893+50.3932.50' RTFL EL 425.90STA 893+54.4832.50' RTFL EL 425.92FL EL 426.03LD, BR EL 426.01LD, BR EL 425.994.00' @ 0.50%6.00' @ 1.50%8.00' @ 7.75%8.00' @ 7.75%FL EL 425.49TOC EL 425.99TOC EL 425.37TOC EL 425.31TOC EL 425.72FL EL 425.22STA 892+86.5632.50' RTFL EL 425.31STA 892+90.5632.50' RTFL EL 425.37BOW EL 425.81BOW EL 426.08LD, BR EL 425.40LD, BR EL 425.466.00' @ 1.50%6.00' @ 1.50%6.00' @ 1.50%6.00' @ 6.83%4.00' @ 1.50%6.00' @ 6.83%4.00' @ 1.50%RAMP DETAILSCALE IN FEET036NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-GR.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021GR228DUVALL AVENUE NERAMPLANDINGSIDEWALKCROSSWALKDRIVEWAYMAXIMUM EXTENT FEASIBLEADA ELEMENT:RLCWDMESWRRLSWSWRAMP DETAILSCALE IN FEET036DUVALL AVENUE NERRLSWSWDUVALL AVE NE/NE 8TH STSE CORNERDUVALL AVE NE/NE 8TH STNE CORNERGENERAL NOTES:1.2.3.4.5.6.APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTORSHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPEREQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN.RADIUS CALLOUTS ARE TO FACE OF CURB.RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADASTANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELDADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADAREQUIREMENTS.CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEYACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CURBS,CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY ANDSTAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THECONTRACTOR THROUGH THE USE OF A CONTRACTOR-SUPPLIED, CALIBRATED,4-FOOT LONG "SMART" LEVEL TO DIGITALLY MEASURE SLOPES.EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITYSTRUCTURES ARE SHOWN FOR REFERENCE.STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINEALIGNMENT.CONSTRUCTION NOTES:CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PERWSDOT STD PLAN F-40.12-03.CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101.CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101.DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02.213414413333PLAN AND GRADINGNE 8TH ST SE AND NE CORNERSSHEET 2 OF 6DVSMRMEKLEGEND:AP-ANGLE POINTBOW-BACK OF SIDEWALKBR-BOTTOM OF RAMPEL-ELEVATIONFL -FLOWLINELD -LANDINGPC -POINT OF CURVATUREPCC - POINT OF COMPOUND CURVEPRC - POINT OF REVERSED CURVEPT -POINT OF TANGENCYSTA-STATIONSW -SIDEWALKTOC-TOP OF CURBTR - TOP OF RAMPSAMPLE GRADE BREAKDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS S=0.058FT/FT5.51' @ 1.50%6.00' @ 1.50%8.20'@5.71%5.07'@1.50%4.12'@7.56%STA 899+67.0736.95' RTMATCH EXISTINGSTA 899+61.0633.89' RTFL EL 432.90STA 899+52.8432.50' RTFL, PC EL 432.87TOC EL 433.37TOC EL 432.90MATCH EXISTINGLD, BR EL 432.98TOC EL 433.31BOW EL 433.46TOC ELEV 433.466.63' @ 0.88%2.18' @ 7.57%RAMP DETAILSCALE IN FEET036NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-GR.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021GR329DUVALL AVENUE NERAMPLANDINGSIDEWALKCROSSWALKDRIVEWAYMAXIMUM EXTENT FEASIBLEADA ELEMENT:RLCWDMESWRLSWDUVALL AVE NE/NE 9TH STSE CORNERNE 9TH ST R=25'GENERAL NOTES:1.2.3.4.5.6.APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTORSHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPEREQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN.RADIUS CALLOUTS ARE TO FACE OF CURB.RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADASTANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELDADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADAREQUIREMENTS.CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEYACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CURBS,CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY ANDSTAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THECONTRACTOR THROUGH THE USE OF A CONTRACTOR-SUPPLIED, CALIBRATED,4-FOOT LONG "SMART" LEVEL TO DIGITALLY MEASURE SLOPES.EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITYSTRUCTURES ARE SHOWN FOR REFERENCE.STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINEALIGNMENT.CONSTRUCTION NOTES:CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PERWSDOT STD PLAN F-40.12-03.CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101.CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101.DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02.21344213PLAN AND GRADINGNE 9TH ST SE CORNERSHEET 3 OF 6DVSMRMEKLEGEND:AP-ANGLE POINTBOW-BACK OF SIDEWALKBR-BOTTOM OF RAMPEL-ELEVATIONFL -FLOWLINELD -LANDINGPC -POINT OF CURVATUREPCC - POINT OF COMPOUND CURVEPRC - POINT OF REVERSED CURVEPT -POINT OF TANGENCYSTA-STATIONSW -SIDEWALKTOC-TOP OF CURBTR - TOP OF RAMPSAMPLE GRADE BREAKDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 5.00' @ 1.50%5.00' @ 1.50%STA 905+99.6832.82' LTFL EL 436.87STA 906+09.3936.60' LTFL EL 436.93STA 906+14.2540.78' LTFL EL 436.96TOC EL 437.37TOC EL 436.93LD EL 436.96TOC EL 437.46BOW EL 437.45TOC EL 437.45LD, BR EL 437.00TOC EL 437.50LD EL 437.04TOC EL 437.54STA 905+95.6732.50' LTFL, PC EL 436.85TOC EL 437.353.97'@0.51%8.03'@5.48%5.01'@0.60%5.00' @ 1.50%6.30' @ 0.48%10.26' @ 4.29%5.00' @ 1.50%BOW EL 437.425.00' @ 1.50%6.00 ' @ 1 .50%6.00 ' @ 0 .50% 6 . 0 0 ' @ 0 . 4 0%5.34' @ 1.31%6.00' @ 1 . 6 0 %2.28' @ 5.75%6.00' @ 1.50%2.28' @ 6.72%STA 905+94.3232.50' RTFL EL 436.56STA 905+96.6032.50' RTFL, PC EL 436.58STA 906+01.6833.02' RTLD, BR EL 436.64STA 906+06.8634.70' RTFL EL 436.71STA 906+16.5242.39' RTFL EL 437.16STA 906+19.2947.01' RTFL EL 437.36STA 906+20.7050.85' RTFL EL 437.51STA 906+21.6057.68' RTFL EL 437.61TOC EL 437.949.13'@7.93%TOC EL 437.06TOC EL 436.93TOC EL 436.64TOC EL 436.71TOC EL 437.49TOC EL 437.69TOC EL 437.51LD EL 437.61BOW EL 437.15BOW EL 437.00BOW EL 437.52BOW EL 437.72TOC EL 437.72LD, BR EL 436.74LD, BR EL 436.81LD, BR EL 437.60LD EL 437.67TOC EL 438.004.03' @ 1.59%3.79' @ 6.72%5.02'@5.75%3.03' @ 3.96%4.10' @ 4.64%5.30'@3.72%12.22'@6.41%6.00'@ 1.08%4.01'@4.48%6.76' @ 1.48% 6.00' @ 1. 7 0 %RAMP DETAILSCALE IN FEET036NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-GR.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021GR430DUVALL AVENUE NERAMPLANDINGSIDEWALKCROSSWALKDRIVEWAYMAXIMUM EXTENT FEASIBLEADA ELEMENT:RLCWDMESWRLSWRAMP DETAILSCALE IN FEET036DUVALL AVENUE NERRLSWSWDUVALL AVE NE/NE 10TH STSW CORNERDUVALL AVE NE/NE 10TH STSE CORNERNE 10TH ST NE 10TH ST RL4-INCH CURBR=25'R=25'GENERAL NOTES:1.2.3.4.5.6.APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTORSHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPEREQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN.RADIUS CALLOUTS ARE TO FACE OF CURB.RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADASTANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELDADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADAREQUIREMENTS.CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEYACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CURBS,CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY ANDSTAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THECONTRACTOR THROUGH THE USE OF A CONTRACTOR-SUPPLIED, CALIBRATED,4-FOOT LONG "SMART" LEVEL TO DIGITALLY MEASURE SLOPES.EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITYSTRUCTURES ARE SHOWN FOR REFERENCE.STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINEALIGNMENT.CONSTRUCTION NOTES:CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PERWSDOT STD PLAN F-40.12-03.CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101.CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101.DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02.CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B PERWSDOT STD PLAN F-40.12-03.2134515524343234PLAN AND GRADINGNE 10TH ST SW AND SE CORNERSSHEET 4 OF 6DVSMRMEKLEGEND:AP-ANGLE POINTBOW-BACK OF SIDEWALKBR-BOTTOM OF RAMPEL-ELEVATIONFL -FLOWLINELD -LANDINGPC -POINT OF CURVATUREPCC - POINT OF COMPOUND CURVEPRC - POINT OF REVERSED CURVEPT -POINT OF TANGENCYSTA-STATIONSW -SIDEWALKTOC-TOP OF CURBTR - TOP OF RAMPSAMPLE GRADE BREAK6'' REVEAL0'' REVEALRAMP DETAIL REVISION TLS 05/26/2208/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS11 5.49' @ 1.50%6.32' @ 1.52%6.32' @ 1.50%6.08' @ 1.50%6.18' @ 1.50%5.71' @ 1.50%4.77' @ 1.50%5.28' @ 0.39%2.66' @ 7.50%1.65' @ 7.47%BOW EL 438.50MATCH EXISTING4.00' @ 2.59%6.43' @ 4.18%5.00'@1.66%4.99' @ 5.56%STA 906+87.9432.69' RTMATCH EXISTINGSTA 906+70.9435.41' RTFL EL 437.34STA 906+65.5338.26' RTFL EL 437.25STA 906+59.9142.77' RTFL EL 437.09STA 906+56.6546.47' RTFL EL 436.99STA 906+52.5953.29' RTFL EL 437.22STA 906+50.5859.04' RTFL EL 437.31FL EL 437.93STA 906+41.2579.37' RTFL, MATCH EXISTINGMATCH EXISTINGTOC EL 438.43TOC EL 437.946.71' @ 7.79%4.92' @ 7.79%2.58' @ 7.80%STA 906+49.5465.89' RTFL, PC EL 437.59FL EL 437.66BOW EL 437.98BOW EL 437.60TOC EL 437.81TOC EL 437.53TOC EL 437.31TOC EL 437.22TOC EL 437.49TOC EL 437.59BOW EL 437.68BOW EL 437.58LD, BR EL 437.40LD, BR EL 437.31LD, BR EL 437.35LD, BR EL 437.425.35' @ 1.20%4.73' @ 0.94%5.63' @ 7.50%MATCH EXISTINGMATCH EXISTING3.31' @ 0.38%1.97' @ 0.38%3.42' @ 6.31%STA 906+82.6332.73' RTFL EL 437.59STA 906+84.6332.68' RTFL, PT EL 437.60TOC EL 438.09BOW EL 438.17BOW EL 437.97BOW EL 437.555.19' @ 1.50% 5.07' @ 1.50%8.46'@6.31%6.04'@1.49%7.11'@4.78%4.87'@2.05%1.72' @ 7.31%3.79'@7.31%3.04' @ 7.31%6.78'@7.30%6.02'@1.49%7.83'@3.45%5.80' @ 5.84% 4.89' @ 1.93%TOC EL 437.87TOC EL 437.34TOC EL 437.256.79'@ 4.00%1.72' @ 4.00%6.94'@4.04%7.95'@2.89%7.21'@2.22%4.94'@2.02%8.58'@2.07%3.47'@2.07%1.99'@0.38%3.31' @0.38%.5.00' @ 1.50%TOC EL 419.17BOW EL 419.25STA 919+33.85OFF 36.01 RTSW EL 419.12STA 919+25.4132.50' RTFL EL 418.6705.65' @ 8.50%5.95' @ 0.00%STA 919+33.85OFF 41.01 RTBOW EL 419.205.00' @ 1.50%LD EL 419.07FL EL 419.07BR EL 419.07TOC EL 419.07BOW EL 419.075.00' @ 1.50% 6.00' @ 1.75%3.00' @ 0.00%5.00' @ 0.00%2.50' @ 0.00%2.69' @ 4.13%BR EL 419.07STA 919+47.23OFF 35.48 RTSW EL 418.966.00' @ 1.75%5.00' @ 0.00%3.16' @ 0.95%6.68' @ 1.94%STA 919+39.19OFF 36.18 RTSW EL 418.99FL EL 418.59TOC EL 419.093.50' @ 7.50%5.00' @ 4.32%STA 919+49.6936.57' RTSW EL 418.85TOC EL 418.85STA 919+55.8945.26' RTMATCH EXISTING CURBSTA 919+42.2335.30' RTFL EL 418.966.68' @ 1.95%4.20'RAMP DETAILSCALE IN FEET036NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-GR.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021GR531DUVALL AVENUE NERAMPLANDINGSIDEWALKCROSSWALKDRIVEWAYMAXIMUM EXTENT FEASIBLEADA ELEMENT:RLCWDMESWRLSWRAMP DETAILSCALE IN FEET036DUVALL AVENUE NERSWSWDUVALL AVE NE/NE 10TH STNE CORNERDUVALL AVE NE/NE 12TH STSE CORNERNE 10TH ST NE 12TH ST RLSWSWMERRRRR=35'R=10'GENERAL NOTES:1.2.3.4.5.6.APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTORSHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPEREQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN.RADIUS CALLOUTS ARE TO FACE OF CURB.RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADASTANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELDADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADAREQUIREMENTS.CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEYACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CURBS,CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY ANDSTAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THECONTRACTOR THROUGH THE USE OF A CONTRACTOR-SUPPLIED, CALIBRATED,4-FOOT LONG "SMART" LEVEL TO DIGITALLY MEASURE SLOPES.EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITYSTRUCTURES ARE SHOWN FOR REFERENCE.STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINEALIGNMENT.114433543RL2PLAN AND GRADINGNE 10TH ST NE CORNER, AND NE 12TH ST SE CORNERSSHEET 5 OF 6CONSTRUCTION NOTES:CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PERWSDOT STD PLAN F-40.12-03.CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101.CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101.DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02.CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION TYPE A PERWSDOT STD PLAN F-40.16-03.21345DVSMRLEGEND:AP-ANGLE POINTBOW-BACK OF SIDEWALKBR-BOTTOM OF RAMPEL-ELEVATIONFL -FLOWLINELD -LANDINGPC -POINT OF CURVATUREPCC - POINT OF COMPOUND CURVEPRC - POINT OF REVERSED CURVEPT -POINT OF TANGENCYSTA-STATIONSW -SIDEWALKTOC-TOP OF CURBTR - TOP OF RAMPSAMPLE GRADE BREAKMEK2CURB RAMP REVISED DVS 10/14/2210/17/2022SWDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS11 5.00' @ 1.50%5.00' @ 1.50% 5.00' @ 1.50% 5.00' @ 1.50% 5.00' @ 1.50% 5.00' @ 1.50%5.41' @ 1.50%5.00' @ 2.80%13.82'@6.08%STA 920+15.4032.50' LTFL EL 416.91STA 920+10.4032.50' LTFL EL 416.98FL EL 417.17TOC EL 417.67TOC EL 418.09STA 919+77.0339.22' LTFL EL 417.96STA 919+82.2235.48' LTFL EL 417.889.00' @ 7.61%6.29' @ 1.19%10.76' @ 3.01%5.00' @ 1.50%9.00' @ 7.61%BOW EL 417.74TOC EL 417.74BOW EL 418.16TOC EL 418.16STA 919+69.1758.97' LTFL, PC EL 418.41TOC EL 418.91BOW EL 418.98LD, BR EL 418.04TOC EL 418.54LD, BR EL 417.96TOC EL 418.46LD, BR EL 417.06TOC EL 417.56LD, BR EL 416.98TOC EL 417.48TOC EL 416.91TOC EL 416.985.00' @ 1.50%TOC EL 417.96TOC EL 417.88TOC EL 417.995.00' @ 1.50%0.93' @ 5.38%BOW EL 418.072.45'@3.92%6.13'@ 1.88%5.00' @ 0.30%7.70'@ 1.43%5.00' @ 1.50%3.00' @ 3.90%STA 919+69.4763.96' LTFL, MATCH EXISTINGMATCH EXISTINGMATCH EXISTINGSTA 919+69.9351.18' LTFL EL 418.30TOC EL 418.80BOW EL 418.87TOC EL 418.875.00' @ 1.40%6.02' @ 3.40%STA 919+91.7032.52' LTFL EL 417.49STA 919+89.4732.90' LTFL EL 417.595.00'@1.50%ENDSEE SHEET E8 FORDETAIL3.12'@3.08%10.73' @ 3.02%4.95' @ 5.38%11.14' @ 1.50%4.95' @ 0.49%STA 920+30.9741.50' LTBOW EL 417.13STA 920+19.8341.50' LTBOW EL 417.3013.82' @ 6.08%7.57'@2.71%6.29' @ 1.19%STA 920+22.90,32.50'LTFL EL 416.76TOC EL 417.26TOC EL 417.03STA 920+21.9036.50' LTSW EL 417.22TOC EL 417.22STA 920+28.9036.50' LTSW EL 417.08STA 920+32.4033.00' LTTOC EL 417.07STA 920+34.4738.00' LTSW EL 417.117.00' @ 2.00%4.95' @ 0.20%NE 12TH STNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-GR.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021GR632DUVALL AVENUE NERRLSWSWSWRRLR=25'SWRAMPLANDINGSIDEWALKCROSSWALKDRIVEWAYMAXIMUM EXTENT FEASIBLEADA ELEMENT:RLCWDMESWRAMP DETAILSCALE IN FEET036DUVALL AVE NE/NE 12TH STNW CORNERGENERAL NOTES:1.2.3.4.5.6.APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTORSHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPEREQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN.RADIUS CALLOUTS ARE TO FACE OF CURB.RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADASTANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELDADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADAREQUIREMENTS.CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEYACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CURBS,CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY ANDSTAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THECONTRACTOR THROUGH THE USE OF A CONTRACTOR-SUPPLIED, CALIBRATED,4-FOOT LONG "SMART" LEVEL TO DIGITALLY MEASURE SLOPES.EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITYSTRUCTURES ARE SHOWN FOR REFERENCE.STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINEALIGNMENT.CONSTRUCTION NOTES:CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PERWSDOT STD PLAN F-40.12-03.CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101.CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101.DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02.21341441333PLAN AND GRADINGNE 12TH ST NW CORNERSHEET 6 OF 6222DVSMRMEKLEGEND:AP-ANGLE POINTBOW-BACK OF SIDEWALKBR-BOTTOM OF RAMPEL-ELEVATIONFL -FLOWLINELD -LANDINGPC -POINT OF CURVATUREPCC - POINT OF COMPOUND CURVEPRC - POINT OF REVERSED CURVEPT -POINT OF TANGENCYSTA-STATIONSW -SIDEWALKTOC-TOP OF CURBTR - TOP OF RAMPSAMPLE GRADE BREAK1SIDEWALK REVISEDDVS06/16/202206/16/2022DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS1 STA 0+34.8STA 0+65.0MATCH EXISTING0+000+70DWY STA 0+00.0052+00 = D STA 52+04.35.5' @ 1.5%12.8' @ 1.0%5.5' @ 1.5%5.5' @ 1.5%7.0' @ 5.3%7.0' @ 5.3%FL EL 399.61'FL EL 399.70'FL EL 399.74'TOC EL 400.24'BR EL 399.86'BR EL 399.78'BR EL 399.87'BR EL 399.95'BOW EL 400.32'FL EL 399.58'TOC EL 400.08'BOW EL 400.17'5.5' @ 1.5%6.0' @ 5.1%6.0' @ 5.1%STA 0+40.3D STA 52+18.4, 65.0'LTD STA 51+91.5, 65.0'LTD STA 51+83.4, 51.0'LTPC D STA 51+87.5, 51.0'LTPT D STA 51+91.5, 47.0'LTR = 4'12.8' @ 0.3%C STA 52+26.0, 34.4'LTMATCH EXISTINGSTA 0+32.5STA 0+38.0STA 0+46.0MATCH EXISTING917+00 = C STA 916+85.40+000+55DWY STA 0+00.006.0' @ 3.4% 6.0' @ 3.3%5.0' @ 1.5%5.0' @ 1.6%5.0' @ 1.5%10.0' @ 5.5% 10.0' @ 5.5%TOC EL 424.05'TOC EL 424.65'BOW EL 424.12'BR EL 424.18'BR EL 423.93'BR EL 423.84'BR EL 424.10'BOW EL 424.72'FL EL 424.15'FL EL 423.93'FL EL 423.68'FL EL 423.55'C STA 916+90.5, 46.0'RTC STA 916+80.0, 46.0'RT6.0' @ 1.9% 6.0' @ 2.0%5.0' @ 1.5%C STA 916+91.2, 40.2'RTC STA 916+79.6, 40.1'RTC STA 916+94.9, 38.0'RTC STA 916+75.9, 38.0'RT396'397'398'399'400'401'402'396'397'398'399'400'401'402'0+000+100+200+300+400+500+600+701.50%-3.00%-3.00%-15.29%PVI STA 0+22.31EL=400.00PVI STA 0+40.31EL=399.76PVI STA 0+34.31EL=399.64PVI STA 0+65.01EL=396.4212' VCPVI STA 0+46.75EL=399.22'K=1.75BVC STA 0+40.81EL=399.72EVC STA 0+52.69EL=398.31399.92399.77399.7399.68399.3399.76398.8399.31398.3398.70397.8397.95397.3397.19396.9396.43396.4 -8.8%421'422'423'424'425'426'427'421'422'423'424'425'426'427'0+000+100+200+300+400+500+551.50%-2.00%PVI STA 0+00.00EL=424.48PVI STA 0+32.50EL=423.81PVI STA 0+31.50EL=423.858' VCPVI STA 0+42.00EL=424.11'K=0.54BVC STA 0+38.00 EL=424.05 EVC STA 0+46.00 EL=424.77 424.38 424.5 424.28 424.4 424.18 424.3 424.08 424.1 423.98 424.0 423.88 423.9 424.00 424.1 424.11 424.6 424.61 424.8 425.5 1 9 . 7 %PRIVATE DRIVEWAY PLANSCALE IN FEET0510VERT:HORIZ:1"=1'1"=5'PRIVATE DRIVEWAY PROFILEDUVALL AVENUE NE DUVALL AVENUE NENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-DW.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021DW133CJDCJDPROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATDWY CENTER LINE (TYP)PROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATDWY CENTER LINE (TYP)DRIVEWAY AT 4TH PLANSCALE IN FEET0510VERT:HORIZ:1"=1'1"=5'DRIVEWAY AT 4TH PROFILEPROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATDWY CENTER LINE (TYP)C-LINE D-LINEEXISTING GRADE ATDWY CENTER LINE (TYP)PROPOSED GRADE ATDWY CENTER LINE (TYP)SWRRAMPSIDEWALKADA ELEMENT:LEGEND:BOW-BACK OF SIDEWALKBR-BOTTOM OF RAMPEL-ELEVATIONFL -FLOWLINESW -SIDEWALKTOC-TOP OF CURBRETAINING WALLRIGHT OF WAY LINERSWCONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE TYPER1 PER COR STD PLAN 104.1.DRIVEWAY NOTE:RSWSEE SHEET RD10,DETAIL 4, FORCROSS SECTIONSWRRSWSEE SHEET RD10,DETAIL 4, FORCROSS SECTIONDRIVEWAY PLANS AND PROFILESSHEET 1 OF 4MEKMATCH EXISTINGDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 420'421'422'423'424'425'426'420'421'422'423'424'425'426'0+000+100+200+300+400+500+600+65-2.00%9.03%PVI STA 0+00.00EL=422.11PVI STA 0+32.50EL=421.44STA 0+38.00MATCH EXISTING422.01 422.1 421.91 422.0 421.81421.9421.71421.8421.61421.8421.51421.6421.78421.5422.3422.9423.0423.1423.2 17.2%419'420'421'422'423'424'425'419'420'421'422'423'424'425'0+000+100+200+300+400+500+600+700+80-2.00%6.79%PVI STA 0+00.00EL=420.19PVI STA 0+32.50EL=419.52PVI STA 0+38.00MATCH EXISTING420.09 420.2 419.99 420.1 419.89 420.0 419.79 419.9 419.69 419.7 419.59 419.5 419.83 419.6 420.2 420.7 421.2 421.8 422.2 422.5 422.7 423.0 9.2%919+000+000+80DWY STA 0+00.00FL EL 419.11'FL EL 419.21'FL EL 419.83'TOC EL 419.61'TOC EL 419.38'TOC EL 420.00'= C STA 918+85.7STA 0+38.0STA 0+32.5C STA 919+00.2, 38.0'LTMATCH EXISTINGC STA 918+71.2, 38.0'LTMATCH EXISTING918+000+00DWY STA 0+00.00FL EL 421.14'FL EL 421.24'FL EL 421.63'FL EL 421.74'TOC EL 422.24'TOC EL 421.64'TOC EL 421.41'TOC EL 421.80'= C STA 917+96.2STA 0+38.0STA 0+32.5C STA 917+87.2, 38.0'LTMATCH EXISTING C STA 918+05.2, 38.0'LTMATCH EXISTINGCHURCH DRIVEWAY S PLANSCALE IN FEET0510VERT:HORIZ:1"=1'1"=5'CHURCH DRIVEWAY S PROFILEDUVALL AVENUE NE DUVALL AVENUE NENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-DW.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021DW234CJDCJDCHURCH DRIVEWAY N PLANSCALE IN FEET0510VERT:HORIZ:1"=1'1"=5'CHURCH DRIVEWAY N PROFILEPROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATDWY CENTER LINE (TYP)PROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATDWY CENTER LINE (TYP)PROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATDWY CENTER LINE (TYP)PROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATDWY CENTER LINE (TYP)C-LINE C-LINE RAMPSIDEWALKADA ELEMENT:LEGEND:BOW-BACK OF SIDEWALKBR-BOTTOM OF RAMPEL-ELEVATIONFL -FLOWLINESW -SIDEWALKTOC-TOP OF CURBRETAINING WALLRIGHT OF WAY LINERSWSEE SHEET RD10,DETAILS 4, FOR CROSSSECTIONDRIVEWAY PLANS AND PROFILESSHEET 2 OF 4MEKSEE SHEET RD10,DETAILS 4, FOR CROSSSECTION1FWD NO 19 - SCHOOL FRONTAGE REVISIONS TLS 05/26/22CURB TRANSITIONLENGTH IS 6 LFCURB TRANSITIONLENGTH IS 6 LF1CURB TRANSITIONLENGTH IS 6 LFCURB TRANSITIONLENGTH IS 6 LF108/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS STA 0+32.5STA 0+58.5= C STA 923+51.00+000+70DWY STA 0+00.00BOW EL 409.97'BOW EL 410.98'BOW EL 410.43'TOC EL 410.35'TOC EL 409.69'BOW EL 409.77'FL EL 409.40'FL EL 409.52'FL EL 410.40'FL EL 410.19'TOC EL 409.90'TOC EL 410.90'10.0' @ 2.7%5.0' @ 1.6%10.0' @ 5.5%5.0' @ 1.5%5.8' @ 3.6%5.0' @ 1.5%5.8' @ 3.6%5.0' @ 1.5%15.3' @ 2.2%STA 0+38.0C STA 923+66.3, 58.5'LTMATCH EXISTING CURBC STA 923+35.8, 58.5'LTMATCH EXISTING CURBTOC EL 410.47'TOC EL 410.28'15.3' @ 2.0%TOC EL 410.93TOC EL 411.48'413'414'415'416'417'418'413'414'415'416'417'418'0+000+100+200+300+400+500+58-2.00%1.50%4.58%PVI STA 0+00.00EL=415.01PVI STA 0+32.50EL=414.34PVI STA 0+38.00EL=414.588' VCPVI STA 0+45.50EL=414.93'K=0.93BVC STA 0+41.50EL=414.74EVC STA 0+49.50EL=414.77 414.91 415.3 414.81415.2414.71415.1414.61414.8414.51414.5414.41414.6414.54415.0414.68415.0414.84414.9414.8414.5 -2.0%408'409'410'411'412'413'414'408'409'410'411'412'413'414'0+000+100+200+300+400+500+600+70-2.00%1.50%3.04%PVI STA 0+00.00EL=410.53PVI STA 0+32.54EL=410.02PVI STA 0+38.01EL=410.1013' VCPVI STA 0+52.01EL=410.52'K=1.02BVC STA 0+45.50 EL=410.32 EVC STA 0+58.50 EL=409.89 410.43 411.1 410.33 411.1 410.23 411.0 410.13 410.9 410.03 410.9 409.93 411.0 410.05 411.4 410.16 411.4 410.31 411.2 410.36 410.7 410.17 410.2 409.8 409.2 - 9 .8%FL EL 413.74'FL EL 413.87'TOC EL 414.24'BOW EL 414.32'EL 414.11'TOC EL 414.04'5.0' @ 1.5%6.0' @ 3.4%5.0' @ 1.5%6.0' @ 3.4%21.8' @ 2.2%TOC EL 414.61'C STA 921+57.3, 49.5'LTMATCH EXISTING CURBPT C STA 921+63.9, 42.4'LTR = 7'TOC EL 414.82'STA 0+32.5STA 0+49.5= C STA 921+43.90+000+58DWY STA 0+00.00STA 0+38.021.8' @ 2.4%10.0' @ 4.8%5.0' @ 1.5%10.0' @ 5.3%5.0' @ 2.5%FL EL 415.00'FL EL 414.81'BOW EL 415.10'TOC EL 414.97'TOC EL 415.50'BOW EL 415.58'C STA 921+13.5, 49.5'LTMATCH EXISTING CURBPT C STA 921+20.7, 41.7'LTTOC EL 415.51'TOC EL 416.08'R = 5.5'GROCERY BACK DRIVEWAY PLANSCALE IN FEET0510VERT:HORIZ:1"=1'1"=5'GROCERY BACK DRIVEWAY PROFILEDUVALL AVENUE NE DUVALL AVENUE NENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-DW.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021DW335CJDCJDPROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATCENTER LINE (TYP)PROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATDWY CENTER LINE (TYP)GROCERY S DRIVEWAY PLANSCALE IN FEET0510VERT:HORIZ:1"=1'1"=5'GROCERY S DRIVEWAY PROFILEPROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATCENTER LINE (TYP)PROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATDWY CENTER LINE (TYP)RAMPSIDEWALKADA ELEMENT:LEGEND:BOW-BACK OF SIDEWALKBR-BOTTOM OF RAMPEL-ELEVATIONFL -FLOWLINESW -SIDEWALKTOC-TOP OF CURBRETAINING WALLRIGHT OF WAY LINERSWCONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE TYPER1 PER COR STD PLAN 104.1.DRIVEWAY NOTE:SEE SHEET RD10, DETAIL5, FOR CROSS SECTIONSEE SHEET RD10, DETAIL5, FOR CROSS SECTIONCEMENT CONC.TRAFFIC CURBCEMENT CONC.TRAFFIC CURBCEMENT CONC.PEDESTRIAN CURBCEMENT CONC.PEDESTRIAN CURBCEMENT CONC.PEDESTRIAN CURBCEMENT CONC.PEDESTRIAN CURBC-LINE C-LINECEMENT CONC.TRAFFIC CURBCEMENT CONC.TRAFFIC CURBDRIVEWAY PLANS AND PROFILESSHEET 3 OF 4MEKDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS STA 0+50.0STA 0+32.5= C STA 926+45.80+000+60DWY STA 0+00.00BOW EL 405.28'BOW EL 405.50'BOW EL 405.12'TOC EL 405.05'BOW EL 404.97'TOC EL 404.89'FL EL 404.92'FL EL 404.93'TOC EL 405.43'TOC EL 405.21'FL EL 404.73'FL EL 404.88'5.0' @ 1.4%6.8' @ 4.7%5.0' @ 1.5%6.8' @ 4.6%16.3' @ 0.5%6.9' @ 5.6%5.0' @ 1.5%6.9' @ 5.6%5.0' @ 1.5%STA 0+38.016.3' @ 0.4%TOC EL 405.78'TOC EL 405.47'C STA 926+61.5, 50.0'LTMATCH EXISTING CURBAP C STA 926+62.1,41.6'LTC STA 926+26.8, 50.0'LTMATCH EXISTING CURBTOC EL 405.62'TOC EL 406.00'403'404'405'406'407'408'409'403'404'405'406'407'408'409'0+000+100+200+300+400+500+600+70-2.00%1.50%4.75%PVI STA 0+00.00EL=405.46PVI STA 0+32.50EL=404.79PVI STA 0+38.00EL=405.0311' VCPVI STA 0+44.56EL=405.34'K=1.00BVC STA 0+39.12EL=405.08EVC STA 0+50.00EL=405.01 405.36 405.6 405.26 405.6 405.16 405.5 405.06405.3404.96405.0404.86405.2404.99405.4405.12405.4405.19405.2405.01405.0404.8404.7 -4.9%GROCERY DRIVEWAY N PLANSCALE IN FEET0510VERT:HORIZ:1"=1'1"=5'GROCERY DRIVEWAY N PROFILEDUVALL AVENUE NENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-DW.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021DW436CJDCJDPROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATDWY CENTER LINE (TYP)PROPOSED GRADE ATDWY CENTER LINE (TYP)EXISTING GRADE ATDWY CENTER LINE (TYP)C-LINE RAMPSIDEWALKADA ELEMENT:LEGEND:BOW-BACK OF SIDEWALKBR-BOTTOM OF RAMPEL-ELEVATIONFL -FLOWLINESW -SIDEWALKTOC-TOP OF CURBRETAINING WALLRIGHT OF WAY LINERSWCONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE TYPER1 PER COR STD PLAN 104.1.DRIVEWAY NOTE:CEMENT CONC.TRAFFIC CURBCEMENT CONC.PEDESTRIAN CURBCEMENT CONC.TRAFFIC CURBCEMENT CONC.PEDESTRIAN CURBDRIVEWAY PLANS AND PROFILESSHEET 4 OF 4SEE SHEET RD10, DETAIL5, FOR CROSS SECTIONMEKDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS STOP BARSTOP BAR12"(PP)12"(PP)EX 12"CMP891+00892+00893+00894+00CB#3CB#5EX CB#4EX CB#1CB#2EX 18" CONC410'420'430'410'420'430'891+00892+00893+00894+00422.89 423.49 424.08 424.62 425.14 425.63 426.06 426.42 426.76 427.08 427.37 CB#5 TYPE ISTA 893+64.27 31.5' RRIM EL=426.08IE=420.98 IN (12", N)IE=420.98 OUT (12", S)CB#3 TYPE ISTA 893+12.45 31.5' RRIM EL=425.59IE=422.94 IN (12", NE)IE=420.79 IN (12", N)IE=420.79 OUT (12", S)59.1LF 12" (PP)S=0.0063 FT/FT6'' VERTICALSEPARATIONCB#2 TYPE 1LSTA 892+53.32 31.5' RRIM EL=424.77IE=420.42 IN (12", N)IE=419.92 OUT (18", W)50.9LF 12" (PP)S=0.0037 FT/FT0.5' STA 893+56.02'' CONDUITBOTTOMEL=422.61 NOTE: 2.19' DIFFERENCE IN IE'SBETWEEN PIPE CONNECTING TO EX 12''CMP PIPE AND PIPES CONNECTINGFROM NORTH AND SOUTHNOTES:CATCH BASIN TYPE 1 PER COR STD PLAN 200.00CONNECTION TO DRAINAGE STRUCTURE.4'X4' OFFLINE TREE BOX BIOFILTRATION UNITCONCRETE INLET PER COR STD PLAN 200.30CATCH BASIN TYPE 1L PER COR STD PLAN 200.10CATCH BASIN TYPE 2 PER COR STD PLAN 201.00123GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGUTILITY LOCATIONS.2.ALL RECTANGULAR CATCH BASIN FRAMES ANDGRATES SHALL BE VANED GRATES PER COR STDPLANS 204.00 AND 204.20 UNLESS OTHERWISENOTED.3.SEE SHEET LA2 FOR ADDITIONAL SURFACE WATERDRAINAGE NOTES.4.FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL,SEE COR STD PLAN 220.20.5.ALL CALLOUTS ARE TO THE CENTER OF THESTRUCTURE.6.PROVIDE STORM DRAIN INLET PROTECTION, PERCOR STD PLAN 216.30, FOR ALL NEW STRUCTURESAND EXISTING STRUCTURES CALLED ON IN THESESHEETS. MAINTAIN INLET PROTECTION UNTILPAVING AND ROADWAY OPERATIONS ARECOMPLETE.7.FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2,SHEET SD10. IF AT LEAST 8" OF SEPARATIONBETWEEN UTILITIES CANNOT BE ACHIEVED, REFERTO DETAIL 3, SHEET SD10.45NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD140YMYMPLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEMATCH LINE STA 894+00, SEE SHEET SD2EXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)NE 7TH PL DUVALL AVENUE NENE 8TH ST12" CMP COUPLINGIE=423.23'51110 LF - 12" CMPCONNECT TO EX 12" CMPCULVERTSTORM PLAN AND PROFILESTA 891+50 TO STA 894+00SHEET 1 OF 136AFC-LINE1LOWER STORM PIPEDVS02/10/202208/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/23DVS1 894+00895+00896+00897+00898+00CB#612"(PP)80+0080+65 12"(PP)CB#38CB#3912"(PP)420'430'440'420'430'440'894+00895+00896+00897+00898+00898+50427.95427.99428.24428.24428.44428.44428.64428.64429.34428.85429.55429.06429.75429.22 429.96 429.38 430.16 429.59 430.37 429.83 430.58 430.06 430.78 430.25 430.99 430.40 431.19 430.63 431.40 430.85 431.60 431.10 431.34 431.35 CB#6 TYPE ISTA 895+61.60 31.5' RRIM EL=428.69IE=424.29 IN (12", N)IE=424.29 OUT (12", S)194.3LF 12" (PP)S=0.0170FT/FT55.3LF 12" (PP)S=0.0029 FT/FTCB#38 TYPE ISTA 896+16.86 31.5' RRIM EL=429.65IE=424.85 IN (12", W)IE=424.45 OUT (12", S)420'430'420'430'80+0080+70429.59 430.30 429.42 CB#39 TYPE ISTA 896+16.86 6.7' RRIM EL=430.41IE=425.96OUT (12", E)CB#38 TYPE ISTA 896+16.86 31.5' RRIM EL=429.65IE=424.85 IN (12", W)IE=424.45 OUT (12", S)24.7LF 12" (PP)S=0.0450 FT/FTNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD241YMYMPLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEMATCH LINE STA 898+50, SEE SHEET SD3 MATCH LINE STA 894+00, SEE SHEET SD1EXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)DUVALL AVENUE NE1STORM PLAN AND PROFILESTA 894+00 TO STA 898+50SHEET 2 OF 13NOTES:123GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGUTILITY LOCATIONS.2.ALL RECTANGULAR CATCH BASIN FRAMES ANDGRATES SHALL BE VANED GRATES PER COR STDPLANS 204.00 AND 204.20 UNLESS OTHERWISENOTED.3.SEE SHEET LA2 FOR ADDITIONAL SURFACE WATERDRAINAGE NOTES.4.FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL,SEE COR STD PLAN 220.20.5.ALL CALLOUTS ARE TO THE CENTER OF THESTRUCTURE.6.PROVIDE STORM DRAIN INLET PROTECTION, PERCOR STD PLAN 216.30, FOR ALL NEW STRUCTURESAND EXISTING STRUCTURES CALLED ON IN THESESHEETS. MAINTAIN INLET PROTECTION UNTILPAVING AND ROADWAY OPERATIONS ARECOMPLETE.7.FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2,SHEET SD10. IF AT LEAST 8" OF SEPARATIONBETWEEN UTILITIES CANNOT BE ACHIEVED, REFERTO DETAIL 3, SHEET SD10.456AFC-LINECATCH BASIN TYPE 1 PER COR STD PLAN 200.00CONNECTION TO DRAINAGE STRUCTURE.4'X4' OFFLINE TREE BOX BIOFILTRATION UNITCONCRETE INLET PER COR STD PLAN 200.30CATCH BASIN TYPE 1L PER COR STD PLAN 200.10CATCH BASIN TYPE 2 PER COR STD PLAN 201.00PROPOSED GRADE ATC-LINE (TYP)VERT:HORIZ:1"=4'1"=20'PROFILE11EXISTING GRADEPROPOSED GRADE ATMEDIANPROPOSED GRADE ATSIDEWALKEXISTING GRADEPROPOSED GRADEPROPOSED GRADE ATC-LINE (TYP)DUE TO CHANGE INDOWNSTREAM IELOWER STORM PIPEDVS02/10/2022DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS08/31/202311 420'430'440'420'430'440'898+50899+00900+00901+00902+00903+00431.78431.78431.99431.99432.20432.14432.40432.37432.61432.55432.82432.73 433.03 432.94 433.23 433.11 433.44 433.40 433.65 433.64 433.86 433.87 434.06 434.06 434.22 434.20 434.37 434.36 435.06 434.54 435.27 434.71 435.49 434.96 WEX SS67.1LF 12'' (DI)S = 0.0051 FT/FTCB#9 48" TYPE IISTA 902+20.68 30.9' RRIM EL=433.91IE=430.61 IN (12", N)IE=429.66 IN (24", NE)IE=429.61 OUT (24", SW)118.8LF 12" (PP)S=0.0066 FT/FTSTA 900+87.80IE = 428.90'EX WATER MAIN IEPER COR AS-BUILT SHEETW-3363 DATED 02/06/201950.8LF 12" (PP)S=0.0031 FT/FTSSEX CB#8STA 900+91 31.9'LRIM EL = 432.53IE = 430.23 IN (12'',SE)IE = 429.98 OUT (12'',NW)CB#7 TYPE 1STA 900+68.78 31.5' RRIM EL = 433.03IE = 430.58 IN (12'' PP, S)IE = 430.58 OUT (12'' PP, W)CB#7A TYPE 1STA 900+17.96 32.5' RRIM EL = 432.99IE = 430.74 IN (12'' PP, E)IE = 430.74 OUT (12'' PP, N)67.1LF 1 2 " ( D I ) S=0.00 5 0 F T / F T899+00900+00901+00902+00903+00CB#7EX CB#8CB#912"(PP)EX 24" (CONC)EX 18" (PP)40+00 41+00 41+47 EX 24" (CONC)12"(PP)12"(PP)12"(PP)12"(PP)EX 18" (PP)EX 18" (PP)CB#7CB#7CB#7CB#7CB#7CB#7EX 24" (CONC)CB#7AS=0.058FT/FTS=0.0047FT/FT34.6 LF12''(PP)34.2LF1 2''(PP)12 '' (PP)CB#7BSTA 900+17.33,66.7'RRIM EL = 433.35IE = 430.90 IN (12'' PP, N)IE = 430.90 OUT (12'' PP, W)CB#7CSTA 889+82.74,66.0'RRIM EL = 433.10IE = 431.10 OUT (12'' PP, N)VERT:HORIZ:1"=4'1"=20'PROFILENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD342YMYMMATCH LINE STA 903+00, SEE SHEET SD4PLANSCALE IN FEET02040NE 9TH ST DUVALL AVENUE NEMATCH LINE STA 898+50, SEE SHEET SD2EXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)122STORM PLAN AND PROFILESTA 898+50 TO STA 903+00SHEET 3 OF 13NOTES:CATCH BASIN TYPE 1 PER COR STD PLAN 200.00CONNECTION TO DRAINAGE STRUCTURE.4'X4' OFFLINE TREE BOX BIOFILTRATION UNITCONCRETE INLET PER COR STD PLAN 200.30CATCH BASIN TYPE 1L PER COR STD PLAN 200.10CATCH BASIN TYPE 2 PER COR STD PLAN 201.00123GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGUTILITY LOCATIONS.2.ALL RECTANGULAR CATCH BASIN FRAMES ANDGRATES SHALL BE VANED GRATES PER COR STDPLANS 204.00 AND 204.20 UNLESS OTHERWISENOTED.3.SEE SHEET LA2 FOR ADDITIONAL SURFACE WATERDRAINAGE NOTES.4.FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL,SEE COR STD PLAN 220.20.5.ALL CALLOUTS ARE TO THE CENTER OF THESTRUCTURE.6.PROVIDE STORM DRAIN INLET PROTECTION, PERCOR STD PLAN 216.30, FOR ALL NEW STRUCTURESAND EXISTING STRUCTURES CALLED ON IN THESESHEETS. MAINTAIN INLET PROTECTION UNTILPAVING AND ROADWAY OPERATIONS ARECOMPLETE.7.FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2,SHEET SD10. IF AT LEAST 8" OF SEPARATIONBETWEEN UTILITIES CANNOT BE ACHIEVED, REFERTO DETAIL 3, SHEET SD10.456AFC-LINE4SD104SD10EX 24" CONC. CULVERTIE=430.14PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)FWD NO 3 REVISIONSTLS01/26/2022CO NO 7 - 12'' (PP) STORM PIPE AND CB'sTLS02/24/20226DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS08/31/20231212 12" (PP)12" (PP)12"(PP)CB#18STA 906+12.29 44.9' LRIM EL=436.8912" (PP) IE=432.28 OUT (NE)903+00904+00905+00906+00907+00908+00CB#17 TYPE ICB#12 TYPE ICB#13CB#14SEE SHEET SD4CB#1512"(PP)12"(PP)CB#105.2LF 12" (PP)S=0.0050 FT/FTEX CB#1112" (P P )CB#16 TYPE I430'440'450'430'440'450'903+00904+00905+00906+00907+00908+00435.91435.46436.13435.68436.34435.89436.05436.07436.24436.21436.44436.38436.63436.57436.82436.79 437.01 436.95 437.20 437.18 437.39 437.36 437.58 437.57 437.77 437.78 437.97 438.01 438.16 438.23 438.36 438.46 438.54 438.61 438.68 438.76 438.79 438.91 120.0LF 12" (PP)S=0.0050 FT/FT149.0LF 12" (PP)S=0.0053 FT/FT28.7LF 12" (PP)S=0.0038 FT/FTCB#10 TYPE ISTA 903+39.43 31.5' RRIM EL=434.95IE=431.4 IN (12", N)IE=431.4 OUT (12", S)CB#14 TYPE ISTA 906+08.43 34.3' RRIM EL=436.75IE=432.79 IN (12", NE)IE=432.79 OUT (12", S)CB#15 TYPE ISTA 906+22.55 59.4' RRIM EL=437.50IE=432.90 OUT (12", SW)CB#13 TYPE ISTA 904+59.43 31.5' RRIM EL=435.85IE=432.0 IN (12", N)IE=432.0 OUT (12", S)MATCH LINE STA 908+00, SEE SHEET SD5PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILENE 10TH ST PROPOSED GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)21EXISTING GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)SEE SHEET SD4AC-LINE4NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD443YMYMMATCH LINE STA 903+00, SEE SHEET SD3 11111DUVALL AVENUE NE1STORM PLAN AND PROFILESTA 903+00 TO STA 908+00SHEET 4 OF 13NOTES:CATCH BASIN TYPE 1 PER COR STD PLAN 200.00CONNECTION TO DRAINAGE STRUCTURE.4'X4' OFFLINE TREE BOX BIOFILTRATION UNITCONCRETE INLET PER COR STD PLAN 200.30CATCH BASIN TYPE 1L PER COR STD PLAN 200.10CATCH BASIN TYPE 2 PER COR STD PLAN 201.00123GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGUTILITY LOCATIONS.2.ALL RECTANGULAR CATCH BASIN FRAMES ANDGRATES SHALL BE VANED GRATES PER COR STDPLANS 204.00 AND 204.20 UNLESS OTHERWISENOTED.3.SEE SHEET LA2 FOR ADDITIONAL SURFACE WATERDRAINAGE NOTES.4.FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL,SEE COR STD PLAN 220.20.5.ALL CALLOUTS ARE TO THE CENTER OF THESTRUCTURE.6.PROVIDE STORM DRAIN INLET PROTECTION, PERCOR STD PLAN 216.30, FOR ALL NEW STRUCTURESAND EXISTING STRUCTURES CALLED ON IN THESESHEETS. MAINTAIN INLET PROTECTION UNTILPAVING AND ROADWAY OPERATIONS ARECOMPLETE.7.FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2,SHEET SD10. IF AT LEAST 8" OF SEPARATIONBETWEEN UTILITIES CANNOT BE ACHIEVED, REFERTO DETAIL 3, SHEET SD10.456AFSTORM WATER REVISIONDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVSTLS 26/202211 12" (PP)12" (PP)12"(PP)CB#18STA 906+12.29 44.9' LRIM EL=436.8912" (PP) IE=432.28 OUT (NE)903+00904+00905+00906+00907+00908+00CB#17 TYPE ICB#12 TYPE ICB#13CB#14SEE SHEET SD4CB#1512"(PP)12"(PP)CB#105.2LF 12" (PP)S=0.0050 FT/FTEX CB#1112" (P P )CB#16 TYPE I430'440'450'430'440'450'903+00904+00905+00906+00907+00908+00435.91435.46436.13435.68436.34435.89436.05436.07436.24436.21436.44436.38436.63436.57436.82436.79 437.01 436.95 437.20 437.18 437.39 437.36 437.58 437.57 437.77 437.78 437.97 438.01 438.16 438.23 438.36 438.46 438.54 438.61 438.68 438.76 438.79 438.91 135.9LF 12" (PP)S=0.0050 FT/FT135.0LF 12" (PP)S=0.0050 FT/FT22.9LF 12" (PP)S=0.0035 FT/FTEX CB#11STA 903+24.81 31.0' LRIM EL=434.70IE=430.79 IN (12", N)IE=430.29 OUT (18", S)CB#12 TYPE ISTA 904+60.67 31.5' LRIM EL=435.69IE=431.49 IN (12", N)IE=431.49 OUT (12", S)CB#16 TYPE ISTA 905+95.67 31.5' LRIM EL=436.88IE=432.18 IN (12", NW)IE=432.19 OUT (12", S)CB#17 TYPE ISTA 906+16.20 41.6' LRIM EL=437.06IE=432.26 IN (12", SW)IE=432.26 OUT (12", SE)6"WMATCH LINE STA 908+00, SEE SHEET SD5PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEDUVALL AVENUE NENE 10TH STPROPOSED GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)21EXISTING GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)C-LINE4NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD4A44YMYMMATCH LINE STA 903+00, SEE SHEET SD3SEE SHEET SD411STORM PLAN AND PROFILESTA 903+00 TO STA 908+00SHEET 5 OF 13NOTES:CATCH BASIN TYPE 1 PER COR STD PLAN 200.00CONNECTION TO DRAINAGE STRUCTURE.4'X4' OFFLINE TREE BOX BIOFILTRATION UNITCONCRETE INLET PER COR STD PLAN 200.30CATCH BASIN TYPE 1L PER COR STD PLAN 200.10CATCH BASIN TYPE 2 PER COR STD PLAN 201.00123GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGUTILITY LOCATIONS.2.ALL RECTANGULAR CATCH BASIN FRAMES ANDGRATES SHALL BE VANED GRATES PER COR STDPLANS 204.00 AND 204.20 UNLESS OTHERWISENOTED.3.SEE SHEET LA2 FOR ADDITIONAL SURFACE WATERDRAINAGE NOTES.4.FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL,SEE COR STD PLAN 220.20.5.ALL CALLOUTS ARE TO THE CENTER OF THESTRUCTURE.6.PROVIDE STORM DRAIN INLET PROTECTION, PERCOR STD PLAN 216.30, FOR ALL NEW STRUCTURESAND EXISTING STRUCTURES CALLED ON IN THESESHEETS. MAINTAIN INLET PROTECTION UNTILPAVING AND ROADWAY OPERATIONS ARECOMPLETE.7.FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2,SHEET SD10. IF AT LEAST 8" OF SEPARATIONBETWEEN UTILITIES CANNOT BE ACHIEVED, REFERTO DETAIL 3, SHEET SD10.456AFEX 18" (PP)DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVSSTORM WATER REVISIONTLS 26/202211 908+00909+00910+00911+00912+00913+0012"(PP)CB#19CB#20908+00909+00910+00911+00912+00913+00EX CB#21STA 912+85.59, 31.8'RRIM EL=431.9012" (CONC) IE=429.10 IN (S)8" (CONC) IE=429.55 IN (E)12" (PP) IE=428.95 OUT (N)STA 910+38.1, 35.0'L4'x4' OFFLINE TBBUSTA 912+36.2, 34.9'L4'x4' OFFLINE TBBU430'440'450'430'440'450'908+00909+00910+00911+00912+00913+00438.88439.07438.87439.07438.81439.04438.72438.97439.10438.84438.93438.67438.72438.43438.48438.17 438.19 437.88 437.87 437.52 437.51 437.12 437.13 436.71 436.64 436.25 436.12 435.75 435.59 435.24 435.05 434.71 434.50 434.17 433.94 433.66 433.38 433.13 4'X4' OFFLINE TBBUSTA 910+38.1, 35.0'LTRIM EL=437.08IE=433.58 OUT (4", N)4'X4' OFFLINE TBBUSTA 912+36.2, 34.9'LTRIM EL=433.32IE=429.82 OUT (4", N)CB#20 TYPE ISTA 912+41.83 31.4' LRIM EL=432.67IE=428.27 IN (12",S)IE=428.82 IN (4",W)IE=428.18 OUT (12",N)198.1LF 12" (PP)S=0.0174 FT/FTCB#19 TYPE ISTA 910+44 31.2' LRIM EL=436.41IE=432.21 IN (4", W)IE=431.71 OUT (12", N)MATCH LINE STA 908+00, SEE SHEET SD4 MATCH LINE STA 913+00, SEE SHEET SD6PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEDUVALL AVENUE NEEXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)31PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)C-LINENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD543YMYM132STORM PLAN AND PROFILESTA 908+00 TO STA 913+00SHEET 6 OF 13NOTES:CATCH BASIN TYPE 1 PER COR STD PLAN 200.00CONNECTION TO DRAINAGE STRUCTURE.4'X4' OFFLINE TREE BOX BIOFILTRATION UNITCONCRETE INLET PER COR STD PLAN 200.30CATCH BASIN TYPE 1L PER COR STD PLAN 200.10CATCH BASIN TYPE 2 PER COR STD PLAN 201.00123GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGUTILITY LOCATIONS.2.ALL RECTANGULAR CATCH BASIN FRAMES ANDGRATES SHALL BE VANED GRATES PER COR STDPLANS 204.00 AND 204.20 UNLESS OTHERWISENOTED.3.SEE SHEET LA2 FOR ADDITIONAL SURFACE WATERDRAINAGE NOTES.4.FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL,SEE COR STD PLAN 220.20.5.ALL CALLOUTS ARE TO THE CENTER OF THESTRUCTURE.6.PROVIDE STORM DRAIN INLET PROTECTION, PERCOR STD PLAN 216.30, FOR ALL NEW STRUCTURESAND EXISTING STRUCTURES CALLED ON IN THESESHEETS. MAINTAIN INLET PROTECTION UNTILPAVING AND ROADWAY OPERATIONS ARECOMPLETE.7.FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2,SHEET SD10. IF AT LEAST 8" OF SEPARATIONBETWEEN UTILITIES CANNOT BE ACHIEVED, REFERTO DETAIL 3, SHEET SD10.4561SD111SD11AFDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVSSTORM WATER REVISIONTLS 26/202211 12"(PP)12"(PP)12"(PP)155.9LF 12" (PP)S=0.0250 FT/FT63.0LF 12" (PP) S=0.0078 FT/FT 12"(PP)63.0LF 12" (PP)S=0.0050 FT/FT CB#23CB#22 TYPE ISTA 914+41.50 31.5' RRIM EL=428.7412" (PP) IE=425.05 IN (S)4" (PVC) IE=425.70 IN (E)12" (PP) IE=424.40 OUT (W)913+00914+00915+00916+00917+00918+00CB#24CB#25 TYPE ISTA 916+41.63, 31.5'RRIM EL=424.734" (PVC) IE=421.80 IN (E)12" (PP) IE=420.72 OUT (W)50+0051+0051+43 60+0061+0061+43 CB#404.8LF 12" (PP)S=0.0800 FT/FTSTA 914+35.0, 35.0'R4'x4' OFFLINE TBBURIM EL=429.42IE=425.92 OUT (4", N)STA 914+35.9, 35.0'L4'x4' OFFLINE TBBUSTA 916+35.0, 35.0'L4'x4' OFFLINE TBBUSTA 916+35.0, 35.0'R4'x4' OFFLINE TBBURIM EL=425.42IE=421.92 OUT (4", N)410'420'430'410'420'430'913+00914+00915+00916+00917+00918+00432.22432.04431.69431.52431.21431.00430.73430.48430.24429.98429.76429.47429.28428.94 428.79428.42 428.30427.89 427.81427.35 427.30426.84 426.29426.36 425.77425.87 425.36 424.70424.84 424.17424.31 423.63423.77 423.10423.18 422.56422.61 4'X4' OFFLINE TBBUSTA 914+35.9, 35.0' LTRIM EL=429.09IE=425.59 OUT (4", N)4'X4' OFFLINE TBBUSTA 916+35.0, 35.0'LTRIM EL=425.42IE=421.92 OUT (4", N)CB#23 TYPE ISTA 914+41.50 31.5' LRIM EL=428.41IE=424.01 IN (12", S)IE=423.91 IN (12", E)IE=424.71 IN (4", W)IE=424.71 OUT (12", N)CB#24 TYPE ISTA 916+40.63 31.5' LRIM EL=424.75IE=420.75 IN (4", W)IE=420.20 IN (12", S)IE=420.20 IN (12", E)IE=420.20 OUT (12", N)CB#40 TYPE ISTA 917+24.66 31.5' LRIM EL=423.00IE=419.65 IN (12", W)IE=418.50 IN (12", S)IE=418.45 OUT (12", N)199.6LF 12" (PP)S=0.0208 FT/FT199.1LF 12" (PP)S=0.0196 FT/FT84.0LF 12" (PP)S=0.0202 FT/FT115.2LF 12" (PP)S=0.0215 FT/FTMATCH LINE STA 918+00, SEE SHEET SD7 MATCH LINE STA 913+00, SEE SHEET SD5 PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEDUVALL AVENUE NEEXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)131131PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)C-LINENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD644YMYM33STORM PLAN AND PROFILESTA 913+00 TO STA 918+00SHEET 7 OF 13NOTES:CATCH BASIN TYPE 1 PER COR STD PLAN 200.00CONNECTION TO DRAINAGE STRUCTURE.4'X4' OFFLINE TREE BOX BIOFILTRATION UNITCONCRETE INLET PER COR STD PLAN 200.30CATCH BASIN TYPE 1L PER COR STD PLAN 200.10CATCH BASIN TYPE 2 PER COR STD PLAN 201.00CATCH BASIN TYPE 1 PER COR STD PLAN 200.00WITH RECTANGULAR SOLID METAL COVER PERCOR STD PLAN 204.10123GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGUTILITY LOCATIONS.2.ALL RECTANGULAR CATCH BASIN FRAMES ANDGRATES SHALL BE VANED GRATES PER COR STDPLAN 204.00 AND 204.20 UNLESS OTHERWISENOTED.3.SEE SHEET LA2 FOR ADDITIONAL SURFACE WATERDRAINAGE NOTES.4.FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL,SEE COR STD PLAN 220.20.5.ALL CALLOUTS ARE TO THE CENTER OF THESTRUCTURE.6.PROVIDE STORM DRAIN INLET PROTECTION, PERCOR STD PLAN 216.30, FOR ALL NEW STRUCTURESAND EXISTING STRUCTURES CALLED ON IN THESESHEETS. MAINTAIN INLET PROTECTION UNTILPAVING AND ROADWAY OPERATIONS ARECOMPLETE.7.FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2,SHEET SD10. IF AT LEAST 8" OF SEPARATIONBETWEEN UTILITIES CANNOT BE ACHIEVED, REFERTO DETAIL 3, SHEET SD10.4561SD111SD111SD111SD11AF6SD106SD105SD105SD10712" (PP) CULVERTIE=421.37'72SD101FWD NO 18 - CHANGE CB #40 TO A CB TYPE 1 STRUCTURETLS05/24/20222FWD NO 19 - SCHOOL FRONTAGE REVISIONSTLS05/26/2022DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS08/31/20233STORM WATER REVISIONTLS05/26/2022321 12"(PP)63.0LF 12" (PP)S=0.0130 FT/FT 12"(PP)CB#28CB#29CB#27918+00919+00920+00921+00922+00923+00CB#26 TYPE ISTA 918+41.63, 31.5'RRIM EL=420.4512" (PP) IE=417.53 IN (E)12" (PP) IE=416.44 OUT (W)12"(PP)20.8LF 12" (PP)S=0.0962 FT/FTCB#37 TYPE ISTA 919+47.88, 32.1'RRIM EL=418.3712" (PP) IE=416.57 OUT (N)EXST CB#38 TYPE ISTA 919+68.46 29.2' RRIM EL=418.4712" (PP) IE=414.57 IN (S)EXST 12" (CMP) IE=413.47 IN (E)EXST 18" (CMP) IE=413.27 OUT (N)70+0071+0071+43 CB#415LF 4" (PVC)AND CAPS=0.0500 FT/FT6LF 4" (PVC)S=0.0800 FT/FTEXST 14"EXST 12"12"(PP)STA 918+35.0, 35.0'R4'x4' OFFLINE TBBURIM EL=421.15IE=417.65 OUT (4", N)STA 920+25.4, 35.0'L4'x4' OFFLINE TBBUSTA 918+34.3, 35.0'L4'x4' OFFLINE TBBUSTA 918+03.7, 38.5'LT4"-45° VERT BND (PVC)IE=421.10STA 919+00.9, 38.5'LT4"-45° VERT BND (PVC)IE=418.84STA 921+92.9, 40.0'L4'x4' OFFLINE TBBUCB#41A410'420'430'410'420'430'918+00919+00920+00921+00922+00923+00SS421.49421.57420.96421.04420.42420.50419.89419.95419.35419.42418.86419.03418.37418.61417.88418.18 417.39417.79 416.90417.37 416.41416.75 415.91416.20 415.42415.70 414.88415.21 414.34414.66 413.80414.11 413.26413.57 412.72413.03 412.17412.58 4'X4' OFFLINE TBBUSTA 921+92.9, 40.0' LTRIM EL=413.89IE=410.39 OUT (4", N)4'X4' OFFLINE TBBUSTA 918+34.3, 35.0' LTRIM EL=421.17IE=417.67 OUT (4", N)4'X4' OFFLINE TBBUSTA 920+25.4, 35.0' LTRIM EL=417.16 (LOWERNE CORNER,LID SHALLFOLLOW TBC SIDEWALKSLOPE)IE=413.66 OUT (4", N)EX 8"SSENCASEIN CDFCB#29 TYPE ISTA 921+98 31.5' LRIM EL=413.17IE=408.13 IN (12", S)IE=409.13 IN (4", W)IE=408.13 OUT (12", N)CB#28 TYPE ILSTA 920+31.18 31.5' LRIM EL=416.66IE=411.46 IN (12", S)IE=412.36 IN (4", W)IE=411.36 OUT (12", N)CB#27 TYPE ISTA 918+39.84 31.5' LRIM EL=420.49IE=415.95 IN (12", S)IE=416.60 IN (12", E)IE=415.95 IN (4", W)IE=417.61 IN (4", W)IE=415.95 OUT (12", N)199.0LF 12" (PP)S=0.0192 FT/FT166.7LF 12" (PP)S=0.0194 FT/FT87.3LF 12" (PP)S=0.0121 FT/FTCB#41 TYPE ISTA 919+27.12 31.5' LRIM EL=418.69IE=414.89 IN (12", S)IE=415.50 IN (4", W)IE=414.89 OUT (12", N)GTGCB#41A TYPE ILSTA 919+57,12 31.5' LSOLID LIDRIM EL=418.09IE=413.32 OUT (12", N)IE=413.95 IN (12", S)74 LF 12''PP S = 0.0328 FT/FTMATCH LINE STA 918+00, SEE SHEET SD6 MATCH LINE STA 923+00, SEE SHEET SD8PLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEEXISTING GRADE ATC-LINE (TYP)DUVALL AVENUE NENE 12TH ST 1PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)C-LINENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD745YMYM1113333EX GRADE AT C-LINE(TYP)12STORM PLAN AND PROFILESTA 918+00 TO STA 923+00SHEET 8 OF 13NOTES:CATCH BASIN TYPE 1 PER COR STD PLAN 200.00CONNECTION TO DRAINAGE STRUCTURE.4'X4' OFFLINE TREE BOX BIOFILTRATION UNITCONCRETE INLET PER COR STD PLAN 200.30CATCH BASIN TYPE 1L PER COR STD PLAN 200.10CATCH BASIN TYPE 2 PER COR STD PLAN 201.00CATCH BASIN TYPE 1 PER COR STD PLAN 200.00WITH RECTANGULAR SOLID METAL COVER PERCOR STD PLAN 204.10123GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGUTILITY LOCATIONS.2.ALL RECTANGULAR CATCH BASIN FRAMES ANDGRATES SHALL BE VANED GRATES PER COR STDPLANS 204.00 AND 204.20 UNLESS OTHERWISENOTED.3.SEE SHEET LA2 FOR ADDITIONAL SURFACE WATERDRAINAGE NOTES.4.FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL,SEE COR STD PLAN 220.20.5.ALL CALLOUTS ARE TO THE CENTER OF THESTRUCTURE.6.PROVIDE STORM DRAIN INLET PROTECTION, PERCOR STD PLAN 216.30, FOR ALL NEW STRUCTURESAND EXISTING STRUCTURES CALLED ON IN THESESHEETS. MAINTAIN INLET PROTECTION UNTILPAVING AND ROADWAY OPERATIONS ARECOMPLETE.7.FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2,SHEET SD10. IF AT LEAST 8" OF SEPARATIONBETWEEN UTILITIES CANNOT BE ACHIEVED, REFERTO DETAIL 3, SHEET SD10.4561SD111SD111SD121SD12AF7SD107SD10772SD102SD101FWD NO 18 - CHANGE CB #40 TO A CB TYPE 1 STRUCTURE (STORM WATER REVISION)TLS05/24/20222FWD NO 19 - SCHOOL FRONTAGE REVISIONSTLS05/26/202233TREE BOX BIOFILTRATION UNIT RELOCATIONDVS06/17/20223TOP OF 4'' GAS @921+82..8 31.5 LELEVATION 408.06TOP OF 8'' WATER @920+87.18 31.5 LELEVATION 412.44TOP OF 1'' WATERSERVICE @ 920+33.8831.5 L ELEVATION414.43STA 920.05, 40.65 LT 6''POWER @415.00POWER CONDUIT,41.25' LT 4'' POWER@ELEVATION 414.85TOP OF 4'' GAS @918+39.84 11.5 LELEVATION 414.24IE = 415.78 12''PPTOP OF 2'' GAS @919+46.62 31.5 LELEVATION 414.15TOP OF 2'' POWER @920+17.18 31.5LELEVATION 415.1830.7 LF 12''(PP)S=0.0338 FT.FTTOP OF 4'' GAS @921+82.8 31.5 LELEVATION 408.06TOP OF 8'' WATER @920+87.18 31.5 LELEVATION 412.44BOTTOM PIPE EST411.581TOP OF 1'' WATERSERVICE @ 920+33.8831.5 L ELEVATION414.432DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS08/31/2023FIBER DUCT BANKSTA 919+44TOP EL = 414.44DUCT BANK BOTTOM EL = 413.70SEWERSTA 919+55, TOP EL = 413.272" GAS, STA 919+46.62, 31.5' LTEL = 414.152 - 4 INCH PVC PHONEEL = 414.16REMOVE EXIST CDF TO CURBAND SIDEWALK SUBGRADE ASNEEDED FOR STORM INSTALLTOP OF 6" WATERSTA 920+05.88, 31.5' LTEL 414.39BOTTOM OF PIPE EST EL413.72TOP OF 2'' POWERSTA 920+17.18, 31.5 LEL 415.18 923+00924+00925+00926+00927+00928+0024"(PP)12"(PP)CB#30923+00924+00925+00926+00927+00928+00EX MH#33EX CB#3418"(PP)CB#32CB#31STA 925+59.6, 40.0'L4'x4' OFFLINE TBBUSTA 926+78.0, 40.1'L4'x4' OFFLINE TBBUSTA 923+92.0, 40.0'L4'x4' OFFLINE TBBU390'400'410'390'400'410'923+00924+00925+00926+00927+00928+00411.09411.59410.55411.08410.01410.58409.47410.11408.92409.63408.38409.10407.84408.51407.30407.93 406.82 407.41 406.41 406.96 406.07 406.54 405.79 406.19 405.58 405.80 405.44 405.52 405.37 405.38 405.37 405.38 405.43 405.46 405.57 405.61 405.77 405.75 4'X4' OFFLINE TBBUSTA 925+59.6, 40.0' LTRIM EL=406.20IE=402.70 OUT (4", N)4'X4' OFFLINE TBBUSTA 926+78.0, 40.1' LTRIM EL=405.25IE=401.75 OUT (4", N)4'X4' OFFLINE TBBUSTA 923+92.0, 40.0' LTRIM EL=409.59`IE=406.09 OUT (4", N)CB#30 TYPE ISTA 923+96.89 31.5' LRIM EL=408.91IE=404.31 IN (12", S)IE=405.21 IN (4", W)IE=404.31 OUT (12", N)169.7LF 12" (PP)S=0.0160 FT/FTEX MH#33 72" TYPE IISTA 926+96.32 33.0' LRIM EL=405.10IE=399.95 IN (24", S)IE=400.05 IN (24", N)EX CB#34TYPE ISTA 927+54 32.0' LRIM EL=404.88IE=400.73 IN (24", N)IE IN (12", E) UNKOWNIE=400.63 OUT (24", S)57.5LF 24" (PP)S=0.0100 FT/FT7.8LF 24" (PP)S=0.0050 FT/FTCB#32 TYPE IISTA 926+88.83 31.0' LRIM EL=404.40IE=400.00 IN (12", S)IE=400.70 IN (4", W)IE=400.00 OUT (24", N)CB#31 TYPE 1LSTA 925+64.61 31.5' LRIM EL=405.55IE=402.65 IN (4", W)IE=401.60 IN (12", S)IE=401.60 OUT (12", N)MATCH LINE STA 923+00, SEE SHEET SD7 DUVALL AVENUE NEPLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEEXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)1322PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)C-LINENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD846YMYM3356STORM PLAN AND PROFILESTA 923+00 TO ENDSHEET 9 OF 13NOTES:CATCH BASIN TYPE 1 PER COR STD PLAN 200.00CONNECTION TO DRAINAGE STRUCTURE.4'X4' OFFLINE TREE BOX BIOFILTRATION UNITCONCRETE INLET PER COR STD PLAN 200.30CATCH BASIN TYPE 1L PER COR STD PLAN 200.10CATCH BASIN TYPE 2 PER COR STD PLAN 201.00EXISTING MANHOLE #33 PARTIAL REPLACEMENT.SEE SPECIALS 7-05.3(1) FOR DESCRIPTION OF WORK.123GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGUTILITY LOCATIONS.2.ALL RECTANGULAR CATCH BASIN FRAMES ANDGRATES SHALL BE VANED GRATES PER COR STDPLANS 204.00 AND 204.20 UNLESS OTHERWISENOTED.3.SEE SHEET LA2 FOR ADDITIONAL SURFACE WATERDRAINAGE NOTES.4.FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL,SEE COR STD PLAN 220.20.5.ALL CALLOUTS ARE TO THE CENTER OF THESTRUCTURE.6.PROVIDE STORM DRAIN INLET PROTECTION, PERCOR STD PLAN 216.30, FOR ALL NEW STRUCTURESAND EXISTING STRUCTURES CALLED ON IN THESESHEETS. MAINTAIN INLET PROTECTION UNTILPAVING AND ROADWAY OPERATIONS ARECOMPLETE.7.FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2,SHEET SD10. IF AT LEAST 8" OF SEPARATIONBETWEEN UTILITIES CANNOT BE ACHIEVED, REFERTO DETAIL 3, SHEET SD10.4561SD121SD121SD12AF77PSE LIFTS 4'' GAS MAIN UP123.5LF 12'' (PP)S = 0.01291FWD NO 17 STORM REVISIONSTLS05/20/20221DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS08/31/2023 50+0051+0052+0053+0054+00EX CB#36FROM AS-BUILT 09/2002CB#3512"(DI)15.7LF 12" (PP)S=0.0277 FT/FT 12" (PP) CULVERTIE=397.93 OUT (E)EX 12" ( P P ) 399.97390'400'390'400'50+5051+0052+0053+00400.39400.45400.13400.19 399.93 399.99 399.81 399.71 399.73 399.47 399.63 399.71 109.4LF 12" (DI)S=0.0094 FT/FTCB#35 TYPE ISTA 51+40.00 33.0' LRIM EL=400.66IE=398.11 IN (12", W)IE=398.11 OUT (12", N)EX CB#36 TYPE ISTA 52+49.36, 33.2' LRIM=399.46 FROM AS-BUILT 09/2002IE=397.08 IN (12", S)IE=397.01 OUT (12", W) FROM AS-BUILT 09/2002DUVALL AVENUE NEPLANSCALE IN FEET020402VERT:HORIZ:1"=4'1"=20'PROFILENUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD947YMYM1PROPOSED GRADE ATFLOWLINEEXISTING GRADE ATFLOWLINESTORM PLAN AND PROFILEBEGIN TO STA 52+60SHEET 10 OF 13INVERT = 394.77FROM AS-BUILT 09/2002NOTES:CATCH BASIN TYPE 1 PER COR STD PLAN 200.00CONNECTION TO DRAINAGE STRUCTURE.4'X4' OFFLINE TREE BOX BIOFILTRATION UNITCONCRETE INLET PER COR STD PLAN 200.30CATCH BASIN TYPE 1L PER COR STD PLAN 200.10CATCH BASIN TYPE 2 PER COR STD PLAN 201.00123GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGUTILITY LOCATIONS.2.ALL RECTANGULAR CATCH BASIN FRAMES ANDGRATES SHALL BE VANED GRATES PER COR STDPLANS 204.00 AND 204.20 UNLESS OTHERWISENOTED.3.SEE SHEET LA2 FOR ADDITIONAL SURFACE WATERDRAINAGE NOTES.4.FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL,SEE COR STD PLAN 220.20.5.ALL CALLOUTS ARE TO THE CENTER OF THESTRUCTURE.6.PROVIDE STORM DRAIN INLET PROTECTION, PERCOR STD PLAN 216.30, FOR ALL NEW STRUCTURESAND EXISTING STRUCTURES CALLED ON IN THESESHEETS. MAINTAIN INLET PROTECTION UNTILPAVING AND ROADWAY OPERATIONS ARECOMPLETE.7.FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2,SHEET SD10. IF AT LEAST 8" OF SEPARATIONBETWEEN UTILITIES CANNOT BE ACHIEVED, REFERTO DETAIL 3, SHEET SD10.456AFD-LINEPROPOSED GRADE ATFLOWLINEEXISTING GRADE ATFLOWLINEDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS1STORM REVISIONSTLS05/20/202211 420'430'440'420'430'440'40+0041+0041+47432.88 433.43 433.18 434.63 WIE=428.90' SSEX WATER MAIN IE PERCOR AS-BUILT SHEETWS-3363 DATED 02/06/2019EX CB#8 TYPE ISTA 900+90.61 31.9' LRIM EL=432.53IE=430.23 IN (12'',E)CB#7 TYPE ISTA 900+68.78 31.5' LRIM EL=433.03IE=430.58 OUT (12'',W)67.1LF 12'' (DI)S=0.0051 FT/FT420'430'440'420'430'440'50+0051+0051+43429.15 428.79 429.17 429.85 429.57 428.86 428.75 CB#23 TYPE ISTA 914+41.50 31.5' LRIM EL=428.41IE=424.01 IN (12", S)IE=423.91 IN (12", E)IE=424.71 IN (4", W)IE=424.11 OUT (12", N)63.0LF 12" (PP)S=0.0125 FT/FTCB#22 TYPE ISTA 914+41.50 31.5' RRIM EL=428.70IE=424.80 IN (12", S)IE=424.65 IN (4", E)IE=424.70 OUT (12", W)WPOTHOLE EX WATERLINE IF IT DOESN'TPROVIDE 6''CLEARANCE RELOCATEEX WATER LINEVERTICALLYTG410'420'430'410'420'430'60+0061+0061+43428.91 425.00425.10 425.35425.46 424.85424.76 CB#24 TYPE ISTA 916+40.63 31.5' LRIM EL=424.75IE=420.75 IN (4", W)IE=420.20 IN (12", S)IE=420.20 IN (12", E)IE=420.20 OUT (12", N)63.0LF 12" (PP)S=0.0135 FT/FTCB#25 TYPE ISTA 916+41.63 31.5' RRIM EL=424.80IE=421.45 IN (4", E)IE=421.05 OUT (12", W)WTG410'420'430'410'420'430'70+0071+0071+43424.08 420.74420.85 421.08421.15 420.57420.41 CB#27 TYPE ISTA 918+39.84 31.5' LRIM EL=420.49IE=415.95 IN (12", S)IE=416.60 IN (12", E)IE=415.95 IN (4", W)IE=417.61 IN (4", W)IE=415.95 OUT (12", N)63.0LF 12" (PP)S=0.0137 FT/FTCB#26 TYPE ISTA 918+41.63 31.5' RRIM EL=420.45IE=417.26 IN (4", E)IE=416.81 OUT (12", W)WTGNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD1048YMYM1TYPDETAILNO SCALETYPICAL UTILITY CROSSING3TYPDETAILNO SCALECONTROLLED DENSITY FILL PIPEENCASEMENT FOR UTILITY CROSSINGSCONCRETE ENCASEMENT (BEDDING) SHALL BE UTILIZED ATLOCALIZED UTILITY CROSSING IF MINIMUM PIPE SEPARATION(ELEVATION) CANNOT BE MAINTAINED / ACHIEVED.NOTE:VARIES FINISHED GROUNDELEVATIONEXISTINGUTILITY LINESPROPOSEDSTORM DRAINCONTRACTOR TO VERIFYLOCATION AND DEPTH OFEXISTING AND/ORPROPOSED UTILITIESC UTILITY CROSSINGNOTES:CONTROLLEDL2CONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE JOINT WITHIN 6 FEET OF THEEXISTING CENTERLINE OF THE UTILITY CROSSING.CONTRACTOR SHALL PROVIDE CONTROLLED DENSITY FILL (CDF) PIPE ENCASEMENT AT ALLUTILITY CROSSINGS IN THE EVENT THAT AN 8" SEPARATION CANNOT BE PROVIDED. THECONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE UTILITIES TO ANTICIPATEPROVIDING AND INSTALLING CDF ENCASEMENTS WHERE NECESSARY.LESS THAN 8"CLEARANCEUNDISTURBEDEARTHNEW OR EXIST.UTILITY MAINEXISTING ORNEW UTILITYCONTROLLEDDENSITY FILL8" MIN.CLEARANCE 1'MIN.9"MIN.9"MIN.TRENCHWIDTH4"MIN.18"MIN.6" MIN.9"MIN.18"MIN.DRAINAGE DETAILSSHEET 11 OF 13AF4SD3PROFILEHORIZ: 1"=20'VERT: 1"=4'STORM LATERAL5SD6PROFILEHORIZ: 1"=20'VERT: 1"=4'STORM LATERAL6SD6PROFILEHORIZ: 1"=20'VERT: 1"=4'7SD7PROFILEHORIZ: 1"=20'VERT: 1"=4'STORM LATERALSTORM LATERALEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEPOTHOLE EX WATERLINE IF IT DOESN'TPROVIDE 6'' CLEARANCERELOCATE EX WATERLINE VERTICALLYEXISTING GRADEEXISTING GRADEPROPOSED GRADE2SD6-7DETAILNTSTYPICAL TRENCH DRAIN DETAIL5" KNOCKOUTPLAN VIEWEND CAP SECTION8"9"9"±4'GGG7"5"1-1/2"2"6"X16"X1"CAST IRON GRATE1STORM REVISIONSTLS05/20/20221PROPOSED GRADEPROPOSED GRADEPOTHOLE EX WATERLINE IF IT DOESN'TPROVIDE 6'' CLEARANCERELOCATE EX WATERLINE VERTICALLYDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS1 NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD1149YMYM1TYPDETAILNO SCALE4' X 4' BIOFILTRATION PRECAST UNITTOP VIEW4.0'0.5'0.5'4.0'0.5'0.5'SHAPE INLET TO CURBCURB INLETOPENING4" SDR 35 PVC COUPLINGCAST INTO PRECAST BOX WALL(OUTLET PIPE LOCATION VARIES)ATYPDETAILNO SCALEBIOFILTRATION SECTION0.5'3.5'IE TO TOP4.2'UNDERDRAIN STONE PERTHE ECOLOGY STANDARDSBIOLFILTRATION ENGINEEREDMEDIA PER THE ECOLOGYSTANDARDSPRETREATMENT MULCH CERTIFIEDFOR BIOLFILTRATION SYSTEMS AND PERTHE ECOLOGY STANDARDSDOWEL BARS@ 12" O.C.STREETCURB AND GUTTERPERFORATEDUNDERDRAINSYSTEMGALVANIZED ANGLE NOSINGCLEANOUT FRAMEAND COVER CASTIN TOP SLABRECESSED TREE FRAME ANDGRATE CASTE IN TOP SLAB8" TOP SLABINTERLOCKINGJOINT (TYP)8" THICK PRECAST TOP SLABGALVANIZED ANGLE NOSINGTHROAT OPENINGCURB AND GUTTERFLOW LINETHROAT ELEVATIONCAST-IN-PLACE DEPRESSED GUTTER ANDTHROAT OPENING (BY CONTRACTOR),SEE DETAIL 5 THIS SHEET#4 DOWEL BARS @ 12" O.C.TO BE BENT AS NECESSARYBY CONTRACTOR PRIOR TOINSTALLATION OF FIELD POUREDGUTTERPRECAST BOX WALLTHROAT PROTECTION DEVICEINCLUDED IN PRECAST UNIT. DONOT REMOVE. LEAVE IN PLACEUNTIL SITE IS STABILIZED ANDBIOLFILTRATION UNIT IS ACTIVATED.3TYPDETAILNO SCALEBIOFILTRATION PRECAST UNIT THROAT OPENINGUSE REMAININGOUTLET PIPEKNOCKOUTS FORTREE IRRIGATIONAS REQUIREDOUTLET PIPE CONNECTS 4" PVC(PRECAST IN BIOFILTRATION UNIT)TWO (2) - 45° BENDSCONNECT 4" PVC TOBYPASS STRUCTURERIM ELEVATION AT FLOW LINEBYPASS STRUCTUREMAXIMIZE CLEARANCE BETWEEN SOPIPE AND BIOFILTRATION BOX BYOFFSETTING PIPE CONNECTIONS ATUPSTREAM AND DOWNSTREAMDRAINAGE STRUCTURESTHROAT (ENTRANCE)ELEVATION FROM CENTER OF STRUCTURE AT FLOW LINE.4"-8.25" TRANSITION TODEPRESSED GUTTER ON BOTHSIDES OF UNIT, SEE DETAIL 4THIS SHEET2TYPDETAILNO SCALEBIOFILTRATION PRECAST UNIT PLAN VIEW1.5'0.5'0.5' 1.3'0.5'2.0'0.5' 1.0'5TYPDETAILNO SCALEBIOFILTRATION UNIT THROAT OPENING DIMENSIONS4.7'5.0'4.7'0.5' 0.5' 0.7'TOP OF CURBBIOFILTRATIONUNITTOP OF GUTTER PAN3/8" PREMOLDED JOINT FILLER (TYP.)4TYPDETAILNO SCALEDEPRESSED GUTTER TRANSITIONOFFLINE TREE BOX BIOFILTRATION UNIT DETAILSSHEET 12 OF 13AAAF3.00'1.00'3.00'RECESSED TREE FRAME ANDGRATE CASTE IN TOP SLABCLEANOUT FRAMEAND COVER CASTIN TOP SLAB2"Ø IRRIGATIONPORT, TYP 3 PLACES2"Ø IRRIGATIONPORT, TYP 3 PLACESØ1.00'2" CSTCTREE BOX BIOFILTRATION(TBBU) UNIT, SEE NOTE 2NOTES:1.CONTACT TBBU VENDOR FOR SHOP DRAWINGS ANDINSTALLATION INSTRUCTIONS.2.MATCH FINISH OF FLUME LID TO COR STANDARD PLAN 102SIDEWALK STANDARD DETAIL.3.TRANSITION FROM STANDARD TO DEPRESSED GUTTER.4.SLOPE TOWARD TBBU OPENING, 5% MIN5.BEGIN/END DEPRESSED GUTTER TRANSITION AT BYPASSSTRUCTURE WHEN LOCATED WITHIN THE TYPICAL GUTTERTRANSITION (4'-814"). TRANSITION DISTANCES ON BOTH SIDESOF TBBU STRUCTURE SHALL BE IDENTICAL.DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 4x4 WWF W2.9 x 2.94'-8"6'-6"4'4'-8"6'-6"4"4"2" CLEAR5"3'-10"1DETAIL1"=1'TREE BOX BIOFILTRATION UNIT5"1" CLEAR 4x4 WWF W2.9 x 2.9EXPANSIONJOINT (TYP)VARIES NEW SIDEWALK SECTION(TYP)CURB INLETR=12"CONTRACTOR FORMEDCONCRETE IN THE FIELD#4'S AT 12" OC#6'S AT 6" OCTREE BOX BIOFILTRATION(TBBU) UNIT, SEE NOTE 2#4'S AT 12" OC#6'S AT 6" OCCURB INLET, SEENOTE 3NOTES:1.CONTACT TBBU VENDOR FOR SHOP DRAWINGS ANDINSTALLATION INSTRUCTIONS.2.MATCH FINISH OF FLUME LID TO COR STANDARD PLAN 102SIDEWALK STANDARD DETAIL.3.TRANSITION FROM STANDARD TO DEPRESSED GUTTER.4.SLOPE TOWARD TBBU OPENING, 5% MIN5.BEGIN/END DEPRESSED GUTTER TRANSITION AT BYPASSSTRUCTURE WHEN LOCATED WITHIN THE TYPICAL GUTTERTRANSITION (4'-814"). TRANSITION DISTANCES ON BOTH SIDESOF TBBU STRUCTURE SHALL BE IDENTICAL.4" OPENING8" 2" 1"CLEAR CURB ANDGUTTERSTEEL DOWEL BY VENDER (TYP)2" CSTCFLUME LIDSECTION B-B2" CSTC2" CSTCFLUME LIDSECTION A-A2:1 SLOPEPLAN1'FACE OF CURBCURB ANDGUTTERFACE OF CURBR=1"R=1"6"MIN DEPRESSED GUTTERR=1"R=3"SEE NOTE 66" VARIES 6"6"MINUNDERDRAIN STONE PER THEECOLOGY STANDARDSPERFORATEDUNDERDRAINSYSTEMCLEANOUTCOVERCAST INTOP SLABABB0.50'4.00'0.50'3.00'3.00'1.00'Ø1.00'2"Ø IRRIGATIONPORT, TYP 3 PLACESCLEANOUT FRAMEAND COVER CASTIN TOP SLABBIOLFILTRATION ENGINEEREDMEDIA PER THE ECOLOGYSTANDARDSPRETREATMENT MULCH CERTIFIEDFOR BIOLFILTRATION SYSTEMS AND PERTHE ECOLOGY STANDARDS4.0'0.5'0.5'A2"Ø IRRIGATIONPORT, TYP 3 PLACESCURB INLETOPENINGRECESSED TREE FRAME ANDGRATE CASTE IN TOP SLABNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-SD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021SD1250YMYMOFFLINE TREE BOX BIOFILTRATION UNIT DETAILSSHEET 13 OF 134" SDR 35 PVC COUPLINGCAST INTO PRECAST BOX WALL(OUTLET PIPE LOCATION VARIES)AFRECESSED TREE FRAME ANDGRATE CASTE IN TOP SLABDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS STOP BARSTOP BAR891+00892+00893+00894+00STA 891+64.2, 41.2'RT8"x6" TEE (MJxFL)6" GV (FLxMJR)8" PLUG (MJ)CONC. BLOCKSTA 891+84.9, 40.9'RTFIRE HYDRANT ASSEMBLY(WD 90)STA 892+53.0, 28.7'LT16"x6" TAPPING TEE (MJxFL)6" GV (FLxMJR)CONC. BLOCKSTA 892+52.9, 40.0'LTFIRE HYDRANT ASSEMBLY80+0080+65 894+00895+00896+00897+00898+00STA 896+59.0, 26.4'LT16"x6" TAPPING TEE (MJxFL)6" GV (FLxMJR)CONC. BLOCKSTA 896+59.0, 40.0'LTFIRE HYDRANT ASSEMBLYGENERAL NOTES:1.SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES.2.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITYLOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN.3.CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS ANDEQUIPMENT NECESSARY TO COMPLETE THIS WORK.4.SYMBOLS ARE NOT TRUE SIZE.5.PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BIDQUANTITIES SHALL BE CALCULATED AS REQUIRED.6.CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS ASNEEDED.7.ALL CONSTRUCTION MUST COMPLY WITH THE WSDOTSTANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISESUPERSEDED BY CITY STANDARDS.8.THE CONTRACTOR SHALL BE AWARE THAT WATER MAINDEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIESAND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOTEXCEED 50% OF THE MANUFACTURER'S SPECIFICATIONS ANDSHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THEMAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH,LOCATION, AND SHALL CALCULATE WATER DEFLECTIONSACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THEPLANS ARE INFORMATIONAL AND DO NOT REPRESENT THEACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTIONOTHER THAN 50% OF THE MANUFACTURER'S STANDARDALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTIONINSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS.9.FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN- 310.110.INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOXAND CONNECT TO EXISTING PRIVATE WATER SERVICE LINEBEHIND R.O.W. CITY FORCES TO RE-INSTALL EXISTING AMI METERTO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOXAND SETTER.11.WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITHPOLYETHYLENE ENCASEMENT.12.ALL MECHANICAL JOINT FITTINGS (MJR) AND VALVES (MJR)SHALL HAVE WEDGE-TYPE RESTRAINED RETAINER GLANDSEQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP. INADDITION TO CONCRETE THRUST BLOCKS PER STD PLANS 330.2AND 330.3.NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-WA.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGSWA153MEKYMWATER PLANSTA 891+00 TO 898+50SHEET 1 OF 6DVSPLANSCALE IN FEET02040MATCH LINE STA 894+00, SEE THIS SHEET BELOW NE 7TH PL DUVALL AVENUE NENE 8TH STC-LINEPLANSCALE IN FEET02040MATCH LINE STA 898+50, SEE SHEET WA2 MATCH LINE STA 894+00, SEE THIS SHEET ABOVEDUVALL AVENUE NEC-LINEREMOVE EXISTING FIREHYDRANT (WD 90)EXIST 16"W DI (RENTON)EXIST 16"W DI (RENTON)EXIST 8"W (WD 90)EXIST 8"W AND 12" W (WD 90) TO BE REMOVEDAFTER INSTALLATION OF NEW FIRE HYDRANT.SEE SITE PREPARATION PLAN SP1EXIST 8"W AND 12" W (WD 90) TO BE REMOVEDAFTER INSTALLATION OF NEW FIRE HYDRANT.SEE SITE PREPARATION PLAN SP1DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 899+00900+00901+00902+00903+00STA 900+14.0, 71.5'RT8"x6" TEE (MJRxFL)6" GV (FLxMJR)8" PLUG (MJ)STA 900+25.3, 71.6'RTFIRE HYDRANT ASSEMBLYSTA 901+25.0, 24.3'LT16"x6" TAPPING TEE (MJxFL)6" GV (FLxMJR)CONC. BLOCKSTA 901+25.0, 40.7'LTFIRE HYDRANT ASSEMBLY903+00904+00905+00906+00907+00908+00STA 906+51.4, 52.3'LT10"x6" TAPPING TEE (MJxFL)6" GV (FLxMJR)CONC. BLOCKSTA 906+12, 53 LTFIRE HYDRANT ASSEMBLYGENERAL NOTES:NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-WA.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGSWA254MEKYMWATER PLANSTA 898+50 TO 908+00SHEET 2 OF 6DVSMATCH LINE STA 903+00, SEE THIS SHEET BELOWPLANSCALE IN FEET02040NE 9TH ST DUVALL AVENUE NEMATCH LINE STA 898+50, SEE SHEET WA1 C-LINEMATCH LINE STA 908+00, SEE SHEET WA3PLANSCALE IN FEET02040NE 10TH ST C-LINEMATCH LINE STA 903+00, SEE THIS SHEET ABOVE DUVALL AVENUE NEEXIST 16" GVEXIST 16"W (RENTON)EXIST 16"W (RENTON)PROTECT EXISTINGFIRE HYDRANTEXIST 8"W (WD 90)BLIND FLANGEPLUG EXISTINGWATER LINE1.SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES.2.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITYLOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN.3.CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS ANDEQUIPMENT NECESSARY TO COMPLETE THIS WORK.4.SYMBOLS ARE NOT TRUE SIZE.5.PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BIDQUANTITIES SHALL BE CALCULATED AS REQUIRED.6.CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS ASNEEDED.7.ALL CONSTRUCTION MUST COMPLY WITH THE WSDOTSTANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISESUPERSEDED BY CITY STANDARDS.8.THE CONTRACTOR SHALL BE AWARE THAT WATER MAINDEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIESAND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOTEXCEED 50% OF THE MANUFACTURER'S SPECIFICATIONS ANDSHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THEMAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH,LOCATION, AND SHALL CALCULATE WATER DEFLECTIONSACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THEPLANS ARE INFORMATIONAL AND DO NOT REPRESENT THEACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTIONOTHER THAN 50% OF THE MANUFACTURER'S STANDARDALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTIONINSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS.9.FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN- 310.110.INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOXAND CONNECT TO EXISTING PRIVATE WATER SERVICE LINEBEHIND R.O.W. CITY FORCES TO RE-INSTALL EXISTING AMI METERTO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOXAND SETTER.11.WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITHPOLYETHYLENE ENCASEMENT.12.ALL MECHANICAL JOINT FITTINGS (MJR) AND VALVES (MJR)SHALL HAVE WEDGE-TYPE RESTRAINED RETAINER GLANDSEQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP. INADDITION TO CONCRETE THRUST BLOCKS PER STD PLANS 330.2AND 330.3.EXIST 8"W AND 12" W (WD 90) TO BE REMOVEDAFTER INSTALLATION OF NEW FIRE HYDRANT.SEE SITE PREPARATION PLAN SP2EXIST 8"W AND 12" W (WD 90) TO BE REMOVEDAFTER INSTALLATION OF NEW FIRE HYDRANT.SEE SITE PREPARATION PLAN SP2CEMENT CONC.RETAINING WALLPER THE PLANS1FWD NO 21 - RELOCATE FH AT NE 10TH STREET TLS 06/15/22108/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 908+00909+00910+00911+00912+00913+00BRICK WALL913+00914+00915+00916+00917+00918+00STA 916+70.0, 38'RTFIRE HYDRANT ASSEMBLYSTA 916+70.0, 22.8'RT16"x6" TAPPING TEE (MJxFL)6" GV (FLxMJR)CONC. BLOCKGENERAL NOTES:NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-WA.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGSWA355MEKYMWATER PLANSTA 908+00 TO 918+80SHEET 3 OF 6DVSMATCH LINE STA 908+00, SEE SHEET WA2 MATCH LINE STA 913+00, SEE THIS SHEET BELOWPLANSCALE IN FEET02040DUVALL AVENUE NEC-LINEMATCH LINE STA 913+00, SEE THIS SHEET ABOVE PLANSCALE IN FEET02040DUVALL AVENUE NEC-LINEEXIST 16"W (RENTON)EXIST 16"W (RENTON)EXISTING FIREHYDRANT TO REMAIN1.SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES.2.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONSBEFORE INSTALLATION OF NEW WATER MAIN.3.CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS ANDEQUIPMENT NECESSARY TO COMPLETE THIS WORK.4.SYMBOLS ARE NOT TRUE SIZE.5.PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BIDQUANTITIES SHALL BE CALCULATED AS REQUIRED.6.CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS ASNEEDED.7.ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARDSPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDEDBY CITY STANDARDS.8.THE CONTRACTOR SHALL BE AWARE THAT WATER MAINDEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES ANDMAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOT EXCEED 50%OF THE MANUFACTURER'S SPECIFICATIONS AND SHALL NOT CREATEADDITIONAL HIGH OR LOW POINTS IN THE MAIN. THE CONTRACTORSHALL VERIFY EXISTING UTILITY DEPTH, LOCATION, AND SHALLCALCULATE WATER DEFLECTIONS ACCORDINGLY. WATER MAINPROFILES AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DONOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS.ANY DEFLECTION OTHER THAN 50% OF THE MANUFACTURER'SSTANDARD ALLOWANCE SHALL BE APPROVED BY THE CITY'SCONSTRUCTION INSPECTOR. SEE SECTION 7-09 OF SPECIALPROVISIONS.9.FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN -310.110.INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOX ANDCONNECT TO EXISTING PRIVATE WATER SERVICE LINE BEHINDR.O.W. CITY FORCES TO RE-INSTALL EXISTING AMI METER TO NEWSETTER. REMOVE AND SALVAGE EXISTING METER BOX AND SETTER.11.WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITHPOLYETHYLENE ENCASEMENT.12.ALL MECHANICAL JOINT FITTINGS (MJR) AND VALVES (MJR) SHALLHAVE WEDGE-TYPE RESTRAINED RETAINER GLANDS EQUAL TOMEGALUG SERIES 1100 OR ROMAC ROMAGRIP. IN ADDITION TOCONCRETE THRUST BLOCKS PER STD PLANS 330.2 AND 330.3.MATCH LINE STA 918+80, SEE THIS SHEET WA4SHIFT FH AWAY FROM WALL TO PROVIDE 3'CLEAR ALL AROUND PER COR 310.11RELOCATE FH TLS 06/15/22108/31/20234' HIGH WALL IS AT 41 RTDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS LARGE TELEPHONE VAULT6' CHAINLINK20.8LF 12" (PP)S=0.0962 FT/FTCB#37 TYPE ISTA 919+47.88, 32.1'RRIM EL=418.3712" (PP) IE=416.57 OUT (N)EXST CB#38 TYPE ISTA 919+68.46 29.2' RRIM EL=418.4712" (PP) IE=414.57 IN (S)EXST 12" (CMP) IE=413.47 IN (E)EXST 18" (CMP) IE=413.27 OUT (N)919+00920+00921+00922+00923+0010+0010+76 20+0020+44 STA 10+66.40, 0.0'T=C STA 919+68.0, 18.1'LT12"-90° BEND (MJR)STA 10+46.0, 0.0'LT=C STA 919+68.70, 38.4'LT12"-45° BEND (MJR)STA 919+78.4, 12.9'RTSTA 920+87.7, 26.3'LT(1) 8"-45° BEND (MJR)8" LONG SLEEVE COUPLINGREMOVE EX 8" TEE AND VALVECONNECT TO EX 8"W (DI)STA 919+64.1, 43.4'LT12"-45° BEND (MJR)STA 920+82.7, 16.5'LTSEE CONNECTION DETAILSTA 919+73.0, 20.7'RTSEE CONNECTION DETAILSTA 920+06.1, 16.5'LT=C STA 20+33.5, 0.00' T16"x6 " TEE (MJRxFL)6" GV (FL)6"-45° VERT BEND (FLxMJR)6"-45° VERT BEND (MJR)PLUG EX PIPE400'410'420'400'410'420'919+00920+00921+00922+00923+00419.89419.9419.35419.4418.86419.0418.37418.6417.88418.2417.39417.8416.90417.4416.41416.7 415.91 416.2 415.42 415.7 414.88 415.2 414.34 414.7 413.80 414.1 413.26 413.6 412.72 413.0 412.17 412.6 411.63 412.1 GPTSTA 919+68.0012"-90° BEND (FLxMJR)STA 920+06.1016"x6" TEE (MJRxFL)6" GV (FLxMJR)STA 919+80.3016" TEE (FL)16"x12" REDUCER (FL)12" GATE VALVE (FLxMJR)STA 920+82.7016"x8" TEE (MJRxFL)8" GV (FL)410'420'410'420'10+0011+00418.6 418.1 418.8 STA 10+66.40, 0.0'T=C STA 919+68.0, 18.1'LT12"-90° BEND (MJR)STA 10+10.1STA 10+47.9112"-45° VERT BEND (MJR)STA 10+46.67, 0.0'T=C STA 919+64.1, 43.4'LT12"-45° BEND (MJR)ROTATE 45°-BND TOACCOMMODATE THE 45° VERT ANGLE400'410'420'400'410'420'20+0020+44417.4 STA 20+29.366"-45° VERT BND (MJR)STA 20+30.906" GV (FL)6"-45° VERT BND (FLxMJR)STA 20+33.50, 0.0'T=C STA 920+06.1, 16.5' LT16"x6" TEE (MJRxFL)STA 20+10.00=C STA 920+05.9, 40.0'LTFIRE HYDRANT ASSEMBLYGENERAL NOTES:MATCH LINE STA 923+00, SEE SHEET WA5PLANSCALE IN FEET02040DUVALL AVENUE NENE 12TH STVERT:HORIZ:1"=4'1"=20'PROFILEEXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)29 LF 12" DI CLASS 5212" CAP WITH 2" BLOW-OFF ASSEMBLY PER COR STD PLAN 340.1STA 10+10.0, 0.0'T=C STA 919+65.2, 72.6' LT9 LF 12" DI CLASS 5216" TEE (FL)16" RFCA(1) 16" GV (FLxMJR)(1) 16"x12" REDUCER (FL)(1) 12" GV (FLxMJR)STA 919+80.3, 17.2' LTCONC. BLOCKFIRE HYDRANT ASSEMBLYSTA 920+05.9, 40.0' LTMETER BOX LOCATIONAPPROX. 356.0 LF (TOTAL THIS SHEET) 16" DI CLASS 52APPROX. 356 LF (TOTAL THIS SHEET)16" DI CLASS 52POTHOLE #20 (WATER)EX GROUND ELEV=418.69TOP OF 12" ELEV=414.89BOTTOM OF 12" ELEV=413.89EXISTING 12" WATER LINECONTRACTOR TO VERIFYLOCATION24 LF 6" DI CLASS 521" SERVICESEE NOTE 10NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-WA.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGSWA456MEKYMEXISTING GRADE AT 12"WATER MAIN (TYP)PROPOSED GRADE AT 12"WATER MAIN (TYP)EXISTING GRADE AT 12"WATER MAIN (TYP)EXISTING GRADE AT 6"WLATERAL (TYP)PROPOSED GRADE AT 6"WLATERAL (TYP)EXISTING GRADE AT6"W LATERAL (TYP)MIN 6"12"SD12"SDEX 8"W9.0 LF 12" DI CLASS 52WATER PLANSTA 918+80 TO 923+00SHEET 4 OF 6C-LINE19 LF 12"DI CLASS 524 LF 12" DI CLASS 52MIN 6" MIN 36" MIN 48"MIN 10'DVS7 LF 8" DI CLASS 52PLUG EX 8" PIPEPLUG EX 8" PIPEEXISTING 8" WATER LINECONTRACTOR TO VERIFYLOCATIONEXIST 8"W TO BE ABANDONED IN PLACE1WA630 LF 16" DI CLASS 52EXIST 16"W (RENTON)2WA6EX 8"W1WA61-PROFILEHORIZ: 1"=20'VERT: 1"=4'1-2-PROFILEHORIZ: 1"=20'VERT: 1"=4'2-PLUG EX 8" PIPE1.SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES.2.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITYLOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN.3.CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS ANDEQUIPMENT NECESSARY TO COMPLETE THIS WORK.4.SYMBOLS ARE NOT TRUE SIZE.5.PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BIDQUANTITIES SHALL BE CALCULATED AS REQUIRED.6.CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS ASNEEDED.7.ALL CONSTRUCTION MUST COMPLY WITH THE WSDOTSTANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISESUPERSEDED BY CITY STANDARDS.8.THE CONTRACTOR SHALL BE AWARE THAT WATER MAINDEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIESAND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOTEXCEED 50% OF THE MANUFACTURER'S SPECIFICATIONS ANDSHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THEMAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH,LOCATION, AND SHALL CALCULATE WATER DEFLECTIONSACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THEPLANS ARE INFORMATIONAL AND DO NOT REPRESENT THEACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTIONOTHER THAN 50% OF THE MANUFACTURER'S STANDARDALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTIONINSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS.9.FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN- 310.110.INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOXAND CONNECT TO EXISTING PRIVATE WATER SERVICE LINEBEHIND R.O.W. CITY FORCES TO RE-INSTALL EXISTING AMI METERTO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOXAND SETTER.11.WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITHPOLYETHYLENE ENCASEMENT.12.ALL MECHANICAL JOINT FITTINGS (MJR) AND VALVES (MJR)SHALL HAVE WEDGE-TYPE RESTRAINED RETAINER GLANDSEQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP. INADDITION TO CONCRETE THRUST BLOCKS PER STD PLANS 330.2AND 330.3.MATCH LINE STA 918+80, SEE SHEET WA3DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS08/31/2023 923+00924+00925+00926+00927+0030+0030+44390'400'410'390'400'410'923+00924+00925+00926+00927+00927+50411.63411.6411.09411.1410.55410.5410.01410.0409.47409.5408.92408.9408.38408.4407.84407.8 407.30 407.3 406.82 406.8 406.41 406.4 406.07 406.1 405.79 405.8 405.58 405.6 405.44 405.4 405.37 405.4 405.37 405.4 405.43 405.4 405.57 405.6 STA 923+81.2016"x6" TEE (MJxFLxMJ)6" GV (FLxMJ)STA 924+54.7016"x8" TEE (MJRxFL)8" GV (FL)(1) 8"-45° BEND (FLxMJR)(1) 8"-45° BEND (MJR)8" LONG SLEEVE COUPLINGSTA 926+81.60400'410'400'410'30+0030+44410.4 STA 30+33.90=C STA 923+81.20, 16.5'LT16"x6" TEE (MJRxFL)STA 30+31.306" GV (FL)6"-45° VERT BND (FLxMJR)STA 30+29.176"-45°VERT BND (MJR)STA 30+10.00=C STA923+81.20, 40.4'LTFIRE HYDRANT ASSEMBLYMATCH LINE STA 923+00, SEE SHEET WA4 DUVALL AVENUE NEPLANSCALE IN FEET02040VERT:HORIZ:1"=4'1"=20'PROFILEAPPROX. 383 LF (TOTAL THIS SHEET) 16" DI CLASS 52GENERAL NOTES:NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-WA.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGSWA557MEKYMEXISTING GRADE ATC-LINE (TYP)EXISTING GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)PROPOSED GRADE ATC-LINE (TYP)FIRE HYDRANT ASSEMBLYSTA 30+10.0, 0.0'T=C STA 923+81.2, 40.4' LT16"x 8" TEE (MJRxFL)8" GV (FL)(1) 8"-45° BEND (FLxMJR)(1) 8"-45° BEND (MJR)STA 924+54.7, 16.5' LTSEE CONNECTION DETAILCONNECT TO EX 16" WATER MAINCONTRACTOR TO VERIFY LOCATION.STA 926+81.7, 17.8' LTSEE CONNECTION DETAILAPPROX. 383 LF (TOTAL THIS SHEET) 16" DI CLASS 52EX 8" WATER LINECONTRACTOR TO VERIFYLOCATION.16"x6 " TEE (MJRxFL)6" GV (FL)6"-45° VERT BEND (FLxMJR)STA 30+33.9, 0.0'T=C STA 923+81.2 16.5' LT22 LF 6" DI CLASS 52EXISTING GRADE AT 6"WLATERAL (TYP)PROPOSED GRADE AT 6"WLATERAL (TYP)EXISTING GRADE AT6"W LATERAL (TYP)12"SDWATER PLANSTA 923+00 TO ENDSHEET 5 OF 6C-LINEMIN 6" MIN 36"8" LONG SLEEVE COUPLINGCONNECT TO EX 8" DI CLASS 52,LENGTH AS REQUIREDDVS7 LF 8" DI CLASS 52PLUG EX 8" WATERMJ PLUG EX GATE VALVEEXIST 8"W TO BE ABANDONED IN PLACEEXIST 16"W4WA63WA6CUT AND PLUG CONFLICTINGEX 8" WATER CROSSING NEW6" WATER1-PROFILEHORIZ: 1"=20'VERT: 1"=4'1-1.SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES.2.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITYLOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN.3.CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS ANDEQUIPMENT NECESSARY TO COMPLETE THIS WORK.4.SYMBOLS ARE NOT TRUE SIZE.5.PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BIDQUANTITIES SHALL BE CALCULATED AS REQUIRED.6.CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS ASNEEDED.7.ALL CONSTRUCTION MUST COMPLY WITH THE WSDOTSTANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISESUPERSEDED BY CITY STANDARDS.8.THE CONTRACTOR SHALL BE AWARE THAT WATER MAINDEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIESAND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOTEXCEED 50% OF THE MANUFACTURER'S SPECIFICATIONS ANDSHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THEMAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH,LOCATION, AND SHALL CALCULATE WATER DEFLECTIONSACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THEPLANS ARE INFORMATIONAL AND DO NOT REPRESENT THEACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTIONOTHER THAN 50% OF THE MANUFACTURER'S STANDARDALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTIONINSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS.9.FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN- 310.110.INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOXAND CONNECT TO EXISTING PRIVATE WATER SERVICE LINEBEHIND R.O.W. CITY FORCES TO RE-INSTALL EXISTING AMI METERTO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOXAND SETTER.11.WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITHPOLYETHYLENE ENCASEMENT.12.ALL MECHANICAL JOINT FITTINGS (MJR) AND VALVES (MJR)SHALL HAVE WEDGE-TYPE RESTRAINED RETAINER GLANDSEQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP. INADDITION TO CONCRETE THRUST BLOCKS PER STD PLANS 330.2AND 330.3.DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS08/31/2023 NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-WA.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGSWA658MEKMEKWATER DETAILSSHEET 6 OF 6DVSREMOVE 16" PLUG AND BLOCKING ATEXISTING 16"x8" TEE AND CONNECT NEW16" WATER TO TEE WITH 16" SLEEVE (MJR)AND 16" DI PIPE SPOOLS.EXISTING 16"x8" TEE WITH16" PLUG AND CONC BLOCKREMOVE EXISTING 12''x8'' TEE AND 8'' VALVE AND CONNECT TO EXISTING 16'' DI PIPE WITH 16'' SLEEVE(RJ)INSTALL 8" MJ CAP ON EXISTING 8" WATERINSTALL 8'' END CAP ON EXISTING 8''WEXIST 8"W TO BE ABANDONED IN PLACEINSTALL 8" END CAP ON EXIST 8"WEXIST 16"WNEW 16"WEXISTING 12" TEE AND (2)12" GVEXISTING CONC DEAD-MAN BLOCKAND SHACKLE RODS TO EXISTINGREDUCER, VALVE AND TEECONNECT TO EXISTING 12" WATER(1) 16"-45° BEND (MJR)(1) 16" LONG SLEEVE COUPLINGCONC.BLOCK1WA4DETAILNO SCALECONNECTION AT STA 919+72.804WA5DETAILNO SCALECONNECTION AT STA 926+81.7012" MJ CAP ONEXISTING 12" WATEREXIST 12"WEXIST 16"WEXIST 12"WNEW 16"WEXISTING 16"x12" REDUCERNEW 16"WNEW 8"WEXISTING 8"WEXISTING 8"WCONNECT TO EX 8"W(1) 8"-45° BEND (MJR)(1) 8" LONG SLEEVE COUPLINGCONC.BLOCK2WA4DETAILNO SCALECONNECTION AT STA 920+82.70NEW 8"WEXISTING 8"W(1) 8"-45° BEND (MJR)(1) 8" LONG SLEEVE COUPLINGCONC.BLOCK3WA5DETAILNO SCALECONNECTION AT STA 924+54.70EXISTING 8"WNEW 16"WCONNECT TO EXISTING 12" WATER(1) 16"-45° BEND (MJRxFL)(1) 16"x12" REDUCER (FL)CONNECT TO EX 12" TEECONC.BLOCK16" x 8" TEE (MJRxFL)8" GV (FL)(1) 8"-45° BEND (FLxMJR)CONC.BLOCK16"x 8" TEE (MJRxFL)8" GV (FL)CONC. BLOCK8" MJ PLUG ON EXISTING VALVE(1) 8"-45° BEND (FLxMJR)CONC.BLOCK8" MJ CAP ONEXISTING 8" WATER8" MJ CAP ONEXISTING 8" WATER1REMOVAL OF EXISTING TEE AND VALVE AND CONNECTING TO EXISTING DI PIPE TLS 06/15/221DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS08/31/2023 894+00895+00896+00897+00898+00STA 895+12, 5.5'LTSTA 895+11, 5.5'RTSTA 894+08, 5.5'LTSTA 894+08, 5.5'RTSTA 898+00, 5.5'LTSTA 897+99, 5.5'RTSTA 893+58, 27.5'LT891+00892+00893+00894+00STA 893+58, 16.5'LTSTA 893+58, 5.5'LTSTA 893+58, 5.5'RTSTA 893+58, 16.5'RTSTA 893+58, 27.5'RTNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-CH.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021CH159CDCCDCPLANSCALE IN FEET02040MATCH LINE STA 894+00, SEE ABOVEDUVALL AVENUE NEMATCH LINE STA 894+00, SEE BELOWPLANSCALE IN FEET02040MATCH LINE STA 898+50, SEE SHEET CH2 NE 7TH PL DUVALL AVENUE NENE 8TH STR-1R-2X-2CHANNELIZATION & SIGNINGSTA 891+50 TO STA 898+50SHEET 1 OF 5CS4616459999511111EXISTING STREET NAMESIGNS TO REMAINEXISTING STOP SIGNTO REMAINX-1X-3EXISTING STREET NAMESIGNS TO REMAINS-1S-2GENERAL SIGN NOTES:CHANNELIZATION NOTES:1234678910111251314INSTALL PAINTED DOUBLE YELLOWCENTERLINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED YELLOW TWO-WAY LEFTTURN CENTERLINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED WHITE WIDE LANE LINEWITH SUPP RPMS, PER WSDOT STD PLANM-20.40-03INSTALL PAINTED WHITE LANE LINE WITHSUPP RPMS, PER WSDOT STD PLANM-20.30-04INSTALL PAINTED WHITE WIDE DOTTEDLANE LINE WITH SUP RPMS, PER WSDOTSTD PLAN M-20.30-03 ON LEFT TURNSTRIPEINSTALL PAINTED WHITE EDGE LINE &SUPP TYPE 2 RPMS PER WSDOT STD PLANM-30.40-03 & M-20.10-03THERMAL PLASTIC TRAFFIC ARROWS, PERCITY OF RENTON STD PLAN 109 ANDWSDOT STD PLAN M-24.40-02INSTALL THERMAL PLASTIC TWO-WAYLEFT TURN ARROWS, PER CITY OF RENTONSTD PLAN 109 AND WSDOT STD PLANM-24.40-02INSTALL WHITE THERMAL PLASTICBICYCLE LANE SYMBOL PER WSDOT STDPLAN M-9.50-02INSTALL 18" THERMAL PLASTIC STOP LINE,PER CITY OF RENTON STD PLAN SP 128INSTALL PAINTED TEMP. CROSSWALKLINES PER CITY OF RENTON STD PLAN 128INSTALL WHITE THERMAL PLASTICTRAFFIC ARROW TYPE 1S, PER WSDOTSTD PLAN M-24.40-02INSTALL PAINTED DOUBLE YELLOWCENTER LINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED WHITE LANE LINE WITHSUPP RPMS PER WSDOT STD PLANM-20.30-041.ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PERCITY OF RENTON STD PLAN 129.2.MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TOBOTTOM OF LOWEST SIGN.3.WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED, SIGNSSHALL BE INSTALLED IN SAME CONFIGURATION AT NEWLOCATION.4.RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BEINSTALLED ON NEW METAL POSTS.5.RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PERPOLE LOCATIONS SHOWN ON ELECTRICAL PLANS.6.ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMINGTRAFFIC PER CITY OF RENTON STD PLAN 129.7.SEE SHEET CH5 FOR SIGN SCHEDULE.8.SEE COR STD PLAN 109 FOR PAVEMENT MARKINGMATERIALS.S-SIGN LEGEND:INSTALL NEW SIGN ON POSTRELOCATE EXISTING SIGN TO NEW POSTREMOVE AND SALVAGE EXISTING SIGNEXISTING SIGNNEW SIGNFLASHING BEACON SIGN (SEE E SHEETS)RADAR SPEED SIGN (SEE E SHEETS)R-X-SHUR CURB TO BE REINSTALLED WITH 3' BREAKS.CONTRACTOR TO COORDINATE WITH CITY ONREINSTALLATION.1FWD NO 31 - PAINT LINE AND SUPP RPM'S 8TH TO NORTH END TLS 11/21/222CO NO 25 - TEMP STOP LINE AND TEMP XWALK LINE TLS 12/09/22INSTALL RPM LANE LINEPER WSDOT STD PLANM-20.50-02INSTALL PAINTED TEMP STOP LINE612208/31/20231108/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS STA 907+18, 5.5'RTSTA 907+72, 5.5'LTSTA 907+18, 32.0'LTSTA 906+72,5.5'RTSTA 906+72,16.5'RTSTA 906+72, 27.5'RTSTA 906+72, 5.5'LTSTA 906+72, 16.5'LTSTA 906+72, 27.5'LTSTA 905+96, 27.5'RTSTA 906+41, 46.6'LTSTA 906+19, 46.9'LTSTA 905+96, 5.5'LTSTA 905+96, 5.5'RTSTA 904+96, 5.5'RTSTA 905+91, 16.5'LTSTA 905+96, 16.5'RTSTA 905+91, 27.5'LTSTA 903+93, 5.5'LT5'11'11'11'11'11'5' 5'11'11'11'11'11'5'903+00904+00905+00906+00907+00908+005'11'11'11'11'11'5' 5'11'22'11'11'5'STA 906+50, 61.0'RTSTA 906+34, 60.0'RTSTA 905+96, 31.5'RTSTA 900+51, 5.5'LTSTA 900+51, 5.5'RTSTA 900+51, 16.5'RTSTA 900+51, 27.5'RTSTA 901+12, 5.5'LTSTA 902+16, 5.5'RT5'11'11'11'11'11'5' 5'11'11'11'11'11'5'899+00900+00901+00902+00903+00STA 899+53, 27.5'RTSTA 899+53, 16.5'RTSTA 899+53, 5.5'LTSTA 899+03, 5.5'LTSTA 899+03, 5.5'RTSTA 899+53, 5.5'RTMATCH LINE STA 908+00, SEE SHEET CH3 NE 10TH STDUVALL AVENUE NE7799136314146661010101011MATCH LINE STA 903+00, SEE BELOW MATCH LINE STA 903+00, SEE ABOVE NE 9TH ST 9999917733446107741331011DUVALL AVENUE NER-5R-6NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-CH.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021CH260CDCCDCMATCH LINE STA 898+50, SEE SHEET CH1 R-3R-4R-7R-891010CHANNELIZATION & SIGNINGSTA 898+50 TO STA 908+00SHEET 2 OF 5CS691010554611EXISTING "T" INTERSECTIONSIGN TO REMAINEXISTING "STOP" AND STREETSIGNS TO REMAINS-5X-4EXISTING "STOP HEREON RED" SIGN TO REMAINX-5S-6S-3S-4GENERAL SIGN NOTES:CHANNELIZATION NOTES:1234678910111251314INSTALL PAINTED DOUBLE YELLOWCENTERLINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED YELLOW TWO-WAY LEFTTURN CENTERLINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED WHITE WIDE LANE LINEWITH SUPP RPMS, PER WSDOT STD PLANM-20.40-03INSTALL PAINTED WHITE LANE LINE WITHSUPP RPMS, PER WSDOT STD PLANM-20.30-04INSTALL PAINTED WHITE WIDE DOTTEDLANE LINE WITH SUP RPMS, PER WSDOTSTD PLAN M-20.30-03 ON LEFT TURNSTRIPEINSTALL PAINTED WHITE EDGE LINE &SUPP TYPE 2 RPMS PER WSDOT STD PLANM-30.40-03 & M-20.10-03THERMAL PLASTIC TRAFFIC ARROWS, PERCITY OF RENTON STD PLAN 109 ANDWSDOT STD PLAN M-24.40-02INSTALL THERMAL PLASTIC TWO-WAYLEFT TURN ARROWS, PER CITY OF RENTONSTD PLAN 109 AND WSDOT STD PLANM-24.40-02INSTALL WHITE THERMAL PLASTICBICYCLE LANE SYMBOL PER WSDOT STDPLAN M-9.50-02INSTALL 18" THERMAL PLASTIC STOP LINE,PER CITY OF RENTON STD PLAN SP 128INSTALL PAINTED TEMP. CROSSWALKLINES PER CITY OF RENTON STD PLAN 128INSTALL WHITE THERMAL PLASTICTRAFFIC ARROW TYPE 1S, PER WSDOTSTD PLAN M-24.40-02INSTALL PAINTED DOUBLE YELLOWCENTER LINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED WHITE LANE LINE WITHSUPP RPMS PER WSDOT STD PLANM-20.30-041.ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PERCITY OF RENTON STD PLAN 129.2.MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TOBOTTOM OF LOWEST SIGN.3.WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED, SIGNSSHALL BE INSTALLED IN SAME CONFIGURATION AT NEWLOCATION.4.RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BEINSTALLED ON NEW METAL POSTS.5.RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PERPOLE LOCATIONS SHOWN ON ELECTRICAL PLANS.6.ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMINGTRAFFIC PER CITY OF RENTON STD PLAN 129.7.SEE SHEET CH5 FOR SIGN SCHEDULE.8.SEE COR STD PLAN 109 FOR PAVEMENT MARKINGMATERIALS.S-SIGN LEGEND:INSTALL NEW SIGN ON POSTRELOCATE EXISTING SIGN TO NEW POSTREMOVE AND SALVAGE EXISTING SIGNEXISTING SIGNNEW SIGNFLASHING BEACON SIGN (SEE E SHEETS)RADAR SPEED SIGN (SEE E SHEETS)R-X-PLANSCALE IN FEET02040PLANSCALE IN FEET020401FWD NO 11 - SUPPLEMENTAL RPMS TLS 04/18/222FWD NO 31 - PAINT LINE AND SUPP RPMS 8TH TO NORTH BOUND TLS 11/21/221213CO NO 25 - TEMP STOP LINE AND TEMP XWALK LINE TLS 12/09/22INSTALL PAINTEDTEMP STOP LINEINSTALL PAINTEDTEMP STOP LINEINSTALL PAINTEDTEMP STOP LINEINSTALL PAINTEDTEMP STOP LINEINSTALL PAINTEDTEMP XWALK LINESPER COR 12833333INSTALL PAINTEDTEMP STOP LINE2108/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS33 STA 916+91, 5.5'LTSTA 915+77, 5.5'RTSTA 915+77, 5.5'LTSTA 916+91, 5.5'RT5'11'11'11'11'11'5' 5'11'11'11'11'11'5'913+00914+00915+00916+00917+00918+0022'5'11'11'5'11'STA 909+16, 5.5'RT5'11'11'11'11'11'5'5'11'22'11'11'5' 11'11'908+00909+00910+00911+00912+00913+005'11'11'11'5' MATCH LINE STA 918+00, SEE SHEET CH4 MATCH LINE STA 913+00, SEE ABOVEDUVALL AVENUE NE6614149999MATCH LINE STA 908+00, SEE SHEET CH2 MATCH LINE STA 913+00, SEE BELOWDUVALL AVENUE NE99136614148222213ENDBEGINR-12R-9S-8S-7R-11NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-CH.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021CH361CDCCDCCHANNELIZATION & SIGNINGSTA 908+00 TO STA 918+00SHEET 3 OF 5CSEXISTING "SCHOOL SPEED LIMIT20 MPH SIGN WITH FLASHINGLIGHT TO REMAINEXISTING "CROSSWALK AHEAD"SIGN MOUNTED ON LUMINAIRETO REMAINEX SOLAR POWERSPEED LIMIT SIGNR-10GENERAL SIGN NOTES:CHANNELIZATION NOTES:1234678910111251314INSTALL PAINTED DOUBLE YELLOWCENTERLINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED YELLOW TWO-WAY LEFTTURN CENTERLINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED WHITE WIDE LANE LINEWITH SUPP RPMS, PER WSDOT STD PLANM-20.40-03INSTALL PAINTED WHITE LANE LINE WITHSUPP RPMS, PER WSDOT STD PLANM-20.30-04INSTALL PAINTED WHITE WIDE DOTTEDLANE LINE WITH SUP RPMS, PER WSDOTSTD PLAN M-20.30-03 ON LEFT TURNSTRIPEINSTALL PAINTED WHITE EDGE LINE &SUPP TYPE 2 RPMS PER WSDOT STD PLANM-30.40-03 & M-20.10-03THERMAL PLASTIC TRAFFIC ARROWS, PERCITY OF RENTON STD PLAN 109 ANDWSDOT STD PLAN M-24.40-02INSTALL THERMAL PLASTIC TWO-WAYLEFT TURN ARROWS, PER CITY OF RENTONSTD PLAN 109 AND WSDOT STD PLANM-24.40-02INSTALL WHITE THERMAL PLASTICBICYCLE LANE SYMBOL PER WSDOT STDPLAN M-9.50-02INSTALL 18" THERMAL PLASTIC STOP LINE,PER CITY OF RENTON STD PLAN SP 128INSTALL PAINTED TEMP. CROSSWALKLINES PER CITY OF RENTON STD PLAN 128INSTALL WHITE THERMAL PLASTICTRAFFIC ARROW TYPE 1S, PER WSDOTSTD PLAN M-24.40-02INSTALL PAINTED DOUBLE YELLOWCENTER LINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED WHITE LANE LINE WITHSUPP RPMS PER WSDOT STD PLANM-20.30-041.ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PERCITY OF RENTON STD PLAN 129.2.MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TOBOTTOM OF LOWEST SIGN.3.WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED, SIGNSSHALL BE INSTALLED IN SAME CONFIGURATION AT NEWLOCATION.4.RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BEINSTALLED ON NEW METAL POSTS.5.RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PERPOLE LOCATIONS SHOWN ON ELECTRICAL PLANS.6.ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMINGTRAFFIC PER CITY OF RENTON STD PLAN 129.7.SEE SHEET CH5 FOR SIGN SCHEDULE.8.SEE COR STD PLAN 109 FOR PAVEMENT MARKINGMATERIALS.S-SIGN LEGEND:INSTALL NEW SIGN ON POSTRELOCATE EXISTING SIGN TO NEW POSTREMOVE AND SALVAGE EXISTING SIGNEXISTING SIGNNEW SIGNFLASHING BEACON SIGN (SEE E SHEETS)RADAR SPEED SIGN (SEE E SHEETS)R-X-PLANSCALE IN FEET02040PLANSCALE IN FEET020401FWD NO 11 - SUPPLEMENTAL RPMS TLS 04/18/222FWD NO 31 - PAINT LINE AND SUPP RPMS 8TH TO NORTH BOUND TLS 11/21/2221108/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS21 STA 925+74, 5.5'RTSTA 926+64, 16.5'RTSTA 926+64, 27.5'RTSTA 925+74, 5.5'LTSTA 927+14, 5.8'RTSTA 927+59, 6.0'RTSTA 927+59, 5.6'LTSTA 927+60, 17.3'LTSTA 927+59, 17.1'RTSTA 927+59, 28.3'RTSTA 927+60, 28.0'LTSTA 926+64, 27.5'LTSTA 926+64, 5.5'LT5'11'11'11'11'11'5' 5'11'11'11'11'11'5'923+00924+00925+00926+00927+00928+00STA 926+64, 16.5'LTSTA 926+46, 39.0'LTSTA 923+3639.0'LTSTA 923+51, 39.0'LTSTA 926+30, 39.0'LTSTA 918+31,5.5'RTSTA 919+31, 5.5'LTSTA 919+31, 16.5'LTSTA 919+31, 27.5'LTSTA 919+31, 5.5'RTSTA 919+31, 16.5'RTSTA 919+31, 27.5'RTSTA 920+38, 5.5'RTSTA 921+22, 5.5'LTSTA 920+22, 5.5'RTSTA 920+22, 16.5'RTSTA 920+22, 27.5'RTSTA 920+22, 5.5'LTSTA 920+22, 16.5'LTSTA 920+22,27.5'LTSTA 922+62, 5.5'LTSTA 919+48, 44.8'LTSTA 919+59, 44.4'LTSTA 922+62, 5.5'RT5'11'11'11'11'11'5' 5'11'11'11'11'11'5' 5'11'11'11'11'11'5'STA 919+70, 49.0'RTSTA 919+81, 49.6'RT918+00919+00920+00921+00922+00923+00STA 919+31, 31.5'RTSTA 920+38, 31.5'LTMATCH LINE STA 116+50, SEE ABOVEDUVALL AVENUE NE87132ENDBEGIN132661414141416669913MATCH LINE STA 918+00, SEE SHEET CH3 MATCH LINE STA 923+00, SEE BELOW NE 12TH ST DUVALL AVENUE NE666677781313146171414666132ENDBEGIN210101010999910101212X-6X-7X-8R-17R-13S-11R-14R-16R-18R-19R-20R-21R-22NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-CH.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021CH462CDCCDC111061010CHANNELIZATION & SIGNINGSTA 918+00 TO ENDSHEET 4 OF 51010CSX-9S-12EXISTING SCHOOL CROSSING WITHDIAGONAL ARROW TO REMAINS-10S-16EXISTING STREET NAMESIGNS TO REMAINS-14S-13X-11X-10EXISTING "END SCHOOLZONE" SIGN TO REMAINR-15EXISTING "END SCHOOLZONE" SIGN TO REMAINS-9GENERAL SIGN NOTES:CHANNELIZATION NOTES:1234678910111251314INSTALL PAINTED DOUBLE YELLOWCENTERLINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED YELLOW TWO-WAY LEFTTURN CENTERLINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED WHITE WIDE LANE LINEWITH SUPP RPMS, PER WSDOT STD PLANM-20.40-03INSTALL PAINTED WHITE LANE LINE WITHSUPP RPMS, PER WSDOT STD PLANM-20.30-04INSTALL PAINTED WHITE WIDE DOTTEDLANE LINE WITH SUP RPMS, PER WSDOTSTD PLAN M-20.30-03 ON LEFT TURNSTRIPEINSTALL PAINTED WHITE EDGE LINE &SUPP TYPE 2 RPMS PER WSDOT STD PLANM-30.40-03 & M-20.10-03THERMAL PLASTIC TRAFFIC ARROWS, PERCITY OF RENTON STD PLAN 109 ANDWSDOT STD PLAN M-24.40-02INSTALL THERMAL PLASTIC TWO-WAYLEFT TURN ARROWS, PER CITY OF RENTONSTD PLAN 109 AND WSDOT STD PLANM-24.40-02INSTALL WHITE THERMAL PLASTICBICYCLE LANE SYMBOL PER WSDOT STDPLAN M-9.50-02INSTALL 18" THERMAL PLASTIC STOP LINE,PER CITY OF RENTON STD PLAN SP 128INSTALL PAINTED TEMP. CROSSWALKLINES PER CITY OF RENTON STD PLAN 128INSTALL WHITE THERMAL PLASTICTRAFFIC ARROW TYPE 1S, PER WSDOTSTD PLAN M-24.40-02INSTALL PAINTED DOUBLE YELLOWCENTER LINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED WHITE LANE LINE WITHSUPP RPMS PER WSDOT STD PLANM-20.30-041.ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PERCITY OF RENTON STD PLAN 129.2.MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TOBOTTOM OF LOWEST SIGN.3.WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED, SIGNSSHALL BE INSTALLED IN SAME CONFIGURATION AT NEWLOCATION.4.RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BEINSTALLED ON NEW METAL POSTS.5.RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PERPOLE LOCATIONS SHOWN ON ELECTRICAL PLANS.6.ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMINGTRAFFIC PER CITY OF RENTON STD PLAN 129.7.SEE SHEET CH5 FOR SIGN SCHEDULE.8.SEE COR STD PLAN 109 FOR PAVEMENT MARKINGMATERIALS.S-SIGN LEGEND:INSTALL NEW SIGN ON POSTRELOCATE EXISTING SIGN TO NEW POSTREMOVE AND SALVAGE EXISTING SIGNEXISTING SIGNNEW SIGNFLASHING BEACON SIGN (SEE E SHEETS)RADAR SPEED SIGN (SEE E SHEETS)R-X-PLANSCALE IN FEET02040PLANSCALE IN FEET020401FWD NO 11 - SUPP RPMS TLS 04/18/222FWD NO 31 - PAINT LINE AND SUPP RPMS 8TH TO NORTH BOUND TLS 11/21/2221213CO NO 25 - TEMP STOP LINE AND TEMP XWALK LINE TLS 12/09/22INSTALL PAINTEDTEMP STOP LINE3INSTALL PAINTEDTEMP STOP LINE33INSTALL PAINTEDTEMP STOP LINE3INSTALL PAINTEDTEMP XWALK LINES,COR 128INSTALL PAINTEDTEMP XWALK LINES,COR 128INSTALL PAINTEDTEMP STOP LINEINSTALL PAINTEDTEMP STOP LINEINSTALL PAINTEDTEMP STOP LINE7111DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS333 51+0052+0053+00STA 50+86, 32.5'LTSTA 52+44, 27.7'LTDUVALL AVENUE NEPLANSCALE IN FEET02040R-23S-152CH5CUSTOM DOE SIGN DETAILNO SCALEDETAIL NOTES:1. HEADING IN 1.5" TEXT. ALL OTHER LEGEND IN 1" TEXT.2. COLORS:LEGEND - BLUE (NON-REFLECTIVE)BACKGROUND - WHITE (REFLECTIVE)LOGO - CITY OF RENTON3. SIGN SIZE IS 24" X 48".R-3S1-1SCHOOLCROSSING901+9039.5' RTEXBAND TO LIGHT POLE L07W16-9PAHEADR-4S4-3PSCHOOL903+1340.0' RTEXSOLAR FLASHER, SEE ESHEETS FOR RELOCATIONR2-1SPEED LIMIT 20MPHS4-4PWHEN FLASHINGR-5R2-1SPEED LIMIT 35MPH903+5139.2' LTEXS5-2END SCHOOLZONER-6R1-1STOP906+1251.3' LTEXD3-1STREET NAMENE 10TH STD3-1STREET NAMEDUVALL AVE NECUSTOM GUIDESIGNMARTIN LUTHER KINGBAPTIST CHURCHR-7R10-6STOP HERE ONRED906+0041.7' RTEXR-8D3-1STREET NAME906+1048.6' RTEXNE 10TH STD3-1STREET NAMEDUVALL AVE NECH3 SIGN SCHEDULESIGN #DESIGNATIONCOMMON NAMELOCATIONOFFSETSIZECOMMENTS-7OM3-LOBJECT MARKER909+180.0' RT12" X 36"IN MEDIAN ON METAL POSTS-8OM3-LOBJECT MARKER915+750.0' RT12" X 36"IN MEDIAN ON METAL POSTR-9S1-1SCHOOL CROSSING911+1737.0' LTEXW16-9PAHEADR-11S4-3PSCHOOL915+8739.5' RTEXBAND TO LIGHT POLE L15R2-1SPEED LIMIT 20 MPHS4-4PWHEN FLASHINGR-12S5-2END SCHOOL ZONE916+5937.0' LTEXCH4 SIGN SCHEDULESIGN #DESIGNATIONCOMMON NAMELOCATIONOFFSETSIZECOMMENTX-6R7-1NO PARKING918+0842.5' LTEXX-7R7-1NO PARKING918+6941.5' LTEXR-22S1-1SCHOOL CROSSING927+2240.04' LTEXW16-9PAHEADR3-16ABIKE LANE BEGINS900+6239.5' LTEXR3-16BIKE LANE ENDS900+6240.0' RTEXS-9R9-3ANO PEDESTRIAN CROSSING919+4343.5' LT12" X 18"ORIENT FACING EAST ON EXISTING POSTS-11R9-3ANO PEDESTRIAN CROSSING919+4335.5' RT12" X 18"R-13S1-1SCHOOL CROSSING918+2639.5' RTEXW16-9PAHEADR-14R10-6STOP HERE ON RED919+2540.0' RTEXR-16S1-1SCHOOL CROSSING920+2938.7' LTEXW16-7PDIAGONAL ARROWR-17R10-6STOP HERE ON RED920+3938.5' LTEXR-18S1-1SCHOOL CROSSING921+7639.5' LTEXBAND TO LIGHT POLE L20W16-9PAHEADR-19S4-3PSCHOOL922+9139.5' LTEXSOLAR FLASHER, SEE E SHEETS FORRELOCATIONR2-1SPEED LIMIT 20 MPHS4-4PWHEN FLASHINGR-20-RADAR SPEED SIGNEXSEE E SHEETS FOR RELOCATIONR-21S4-5REDUCED SCHOOL SPEED LIMIT AHEAD926+2239.5' LTEXBAND TO LIGHT POLE L24NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-CH.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021CH563CDCCDCCH5 SIGN SCHEDULESIGN #DESIGNATIONCOMMON NAMELOCATIONOFFSETSIZECOMMENTS-15CUSTOM BIKEBICYCLES MAY USE SIDEWALK52+2841.2' LTEXSEE DETAIL 1 THIS SHEETR-23R3-16ABIKE LANE ENDS52+2841.2' LTEXMOUNT ABOVE S-5CHANNELIZATION & SIGNINGBEGIN TO STA 52+60SHEET 5 OF 5X-SIGN LEGEND:REMOVE AND SALVAGE EXISTING SIGNINSTALL NEW SIGN ON POSTRELOCATE EXISTING SIGN TO NEW POSTEXISTING SIGNNEW SIGNFLASHING BEACON SIGN (SEE E SHEETS)RADAR SPEED SIGN (SEE E SHEETS)S-R-CH2 SIGN SCHEDULESIGN#DESIGNATIONCOMMON NAMELOCATIONOFFSETSIZECOMMENTCSX-4R10-15EXTURNING VEHICLESYIELD TOPEDESTRIANSTURNING VEHICLESYIELD TOPEDESTRIANSTURNING VEHICLESSTOP FORPEDESTRIANSTURNING VEHICLESSTOP FORPEDESTRIANSX-5R10-15EXS-5R10-15 (MOD)MOUNT UNDER RELOCATEDSTOP SIGN, SEE SIGN R-6S-6R10-15 (MOD)906+1251.3' LT906+1251.3' LT906+5564.0' RT906+5564.0' RTMOUNT UNDER EXISTINGSTOP SIGN30" X 30"30" X 30"BAND TO LIGHT POLE L17BAND TO LIGHT POLE L25S-10R10-15(MOD)TURNING VEHICLES STOP FOR PEDESTRIANS919+43 43.5' LT30" X 30"MOUNT UNDER EXISTING STOP SIGNORIENT FACING WESTBAND TO LIGHT POLE L18X-8R10-15TURNING VEHICLES YIELD TO PEDESTRIANS919+4343.5' LTEXX-9R10-15TURNING VEHICLES YIELD TO PEDESTRIANS919+8853.5' RTEXS-12R10-15(MOD)TURNING VEHCILES STOP FOR PEDESTRIANS919+8853.5' RT30" X 30"S-13R1-1STOP923+3340.0' LT30" X 30"S-14R1-1STOP926+2740.0' LT30" X 30"MOUNT UNDER EXISTING STOP SIGNNE 4TH STREET EXISTING YEILD AND "STOP HERE ONRED" SIGNS TO REMAINCH1 SIGN SCHEDULESIGN#DESIGNATIONCOMMON NAMELOCATIONOFFSETSIZECOMMENTR-2W11-2PEDESTRIANCROSSING891+9540.0' RTEXX-2W11-2PEDESTRIANCROSSING894+2234.0' RTEXS-1OM3-LOBJECT MARKER895+130.0' RT12" X 36"X-1R3-16ABIKE LANE ENDS890+8139.0' LTEXX-3R3-16ABIKE LANE AHEAD895+0239.5' LTEXS-2OM3-L897+980.0' RT12" X 36"R-1R1-1STOP891+7846.4' RTEXOBJECT MARKERIN MEDIAN ON METAL POSTIN MEDIAN ON METAL POSTS-3OM3-LOBJECT MARKER902+180.0' RT12" X 36"S-4OM3-L903+910.0' RT12" X 36"OBJECT MARKERIN MEDIAN ON METAL POSTIN MEDIAN ON METAL POSTX-10X-11D3-1STREET NAMENE 12TH ST,MOUNT TO LIGHT POLE L18D3-1STREET NAMEDUVALL AVE NE,MOUNT TO LIGHT POLE L18R-15919+4235.5' RTCUSTOM GUIDE SIGNEXDEAD END,MOUNT TO LIGHT POLE L18R-10913+1540.0' RTEXS4-5SCHOOL SPEED LIMIT 20 MPH6677MAYUSESIDEWALK3.13" 10"17.26"2.5 9.12"3"8.56"2.5 .5" .75" 3.88"21.53"4.24"4.24"R=1.88 "1CH5CUSTOM BIKE SIGN DETAILNO SCALEDETAIL NOTES:1. ALL LEGEND IN SERIES C 2000 (4") LETTERING.2. COLORS:LEGEND - BLACK (RETROREFLECTIVE)BACKGROUND - WHITE (RETROREFLECTIVE)3. SIGN SIZE IS 30" X 30".COST: $X,XXX,XXXFUNDING SOURCES: LOCAL CITY FUNDSWASHINGTON STATE DEPARTMENT OF ECOLOGYSTORMWATER GRANTENGINEER: PARAMETRIX PUYALLUP, WASHINGTONFOR INFORMATION PLEASE CONTACTCITY OF RENTON - (425)430-6501CONTRACTOR: XX XX XXDUVALL AVE NES-16CUSTOM DOEDEPT. OF ECOLOGY GRANT INFORMATION919+4343.5' LT24"x48"SEE DETAIL 2 THIS SHEETGENERAL SIGN NOTES:CHANNELIZATION NOTES:1234678910111251314INSTALL PAINTED DOUBLE YELLOWCENTERLINE WITH SUPP RPMS, PERWSDOT STD M-20.40-03INSTALL PAINTED YELLOW TWO-WAYLEFT TURN CENTERLINE WITH SUPPRPMS, PER WSDOT STD PLANM-20.40-03INSTALL PAINTED WHITE WIDE LANELINE WITH SUPP RPMS, PER WSDOTSTD PLAN M-20.40-03INSTALL PAINTED WHITE LANE LINEWITH SUP RPMS, PER WSDOT STDPLAN M-20.30-04INSTALL PAINTED WHITE DOTTED LANELINE WITH SUPP RPMS, PER WSDOTSTD PLAN M-20.30-04INSTALL PAINTED WHITE WIDE EDGELINE PER WSDOT STD PLAN M-20.10-03THERMAL PLASTIC TRAFFIC ARROWS,PER CITY OF RENTON STD PLAN 109AND WSDOT STD PLAN M-24.40-02INSTALL THERMAL PLASTIC TWO-WAYLEFT TURN ARROWS, PER CITY OFRENTON STD PLAN 109 AND WSDOTSTD PLAN M-24.40-02INSTALL WHITE THERMAL PLASTICBICYCLE LANE SYMBOL PER WSDOTSTD PLAN M-9.50-02INSTALL 18" THERMAL PLASTIC STOPLINE, PER CITY OF RENTON STD PLANSP 128INSTALL PAINTED TEMP. CROSSWALKLINES PER CITY OF RENTON STD PLAN128INSTALL WHITE THERMAL PLASTICTRAFFIC ARROW TYPE 1S, PER WSDOTSTD PLAN M-24.40-02INSTALL PAINTED DOUBLE YELLOWCENTER LINE WITH SUPP RPMS, PERWSDOT STD PLAN M-20.40-03INSTALL PAINTED WHITE LANE LINEWITH SUPP RPMS, PER WSDOT STDPLAN M-20.30-041.ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLEDPER CITY OF RENTON STD PLAN 129.2.MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TOBOTTOM OF LOWEST SIGN.3.WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED, SIGNSSHALL BE INSTALLED IN SAME CONFIGURATION AT NEWLOCATION.4.RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BEINSTALLED ON NEW METAL POSTS.5.RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PERPOLE LOCATIONS SHOWN ON ELECTRICAL PLANS.6.ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMINGTRAFFIC PER CITY OF RENTON STD PLAN 129.7.SEE SHEET CH5 FOR SIGN SCHEDULE.8.SEE COR STD PLAN 109 FOR PAVEMENT MARKINGMATERIALS.SIGN R-8 UPDATE DVS 03/15/202211FWD NO 31 - PAINT LINE AND SUPP RPMS 8TH TO NORTH END TLS 11/21/202222DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS08/31/2023 STOP BARCONC WALL80+00 80+65 892+00893+00894+00895+00896+00S=0.058FT/FTS=0.0047FT/FT34.6 LF12''(PP)34.2LF1 2''(PP)12 '' (PP)897+00898+00899+00900+00NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-PU.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021PU164MEKMEKDUVALL AVENUE NEPOWER UNDERGROUNDING PLANNE 7TH PL TO NE 9TH STSHEET 1 OF 4-PLANSCALE IN FEET02040NE 7TH PL NE 8TH STDUVALL AVENUE NEPLANSCALE IN FEET02040MATCH LINE STA 896+50, SEE ABOVE MATCH LINE STA 8 9 6 + 5 0 , S E E B E L O WC-LINENE 9TH ST C-LINEHH1P1P2P31-3", 3-4"J01P4P5GENERAL NOTES:1.LOCATING EXISTING UTILITIES PRIOR TOCONSTRUCTION SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR. CONFLICTS SHALL BE BROUGHTTO THE ATTENTION OF THE ENGINEER FORRESOLUTION.2.ALL VAULTS AND CONDUITS SHALL BE INSTALLED ATTHE GENERAL LOCATIONS SHOWN ON THE PLANS.LOCATION SHOWN ARE SCHEMATIC. CONTRACTORSHALL COORDINATE EXACT VAULT LOCATIONS ANDELEVATIONS WITH THE ENGINEER PRIOR TOINSTALLATION.3.LOCATIONS AND DESIGN SPECIFICATIONS FOREQUIPMENT AND TRENCHES SHALL BE COORDINATEDWITH PSE, PRIOR TO CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR EXCAVATION,TRENCHING, INSTALLATION AND BACKFILL OF PSESUPPLIED MATERIALS AS NOTED ON THESE PLANS.5.EXISTING AND PROPOSED UNDERGROUND UTILITIESARE SHOWN FOR REFERENCE ON THE PLANS.12799J02IP01P01CONDUIT SCHEDULERUN NO.CONDUITLENGTHCONDUIT SIZEPUGET SOUNDENERGYCOMCAST2"3"4"4"110 LF1210 LF1313170 LF31440 LF1520 LF2620 LF1720 LF1820 LF29550 LF31040 LF21120 LF1X1-4"COMCAST UNDERGROUNDING NOTES:INSTALL CONDUIT RISER(S) ON EXISTING PSEUTILITY POLE. SIZE AND QUANTITY AS NOTED ONPLAN.INSTALL VAULT - COMCAST TYPE 1'6" X 3'0" ABOVEGRADE PEDESTAL.CONTRACTOR TO COORDINATE WITH COMCASTFOR COMCAST INTERCEPTION OF EXISTINGCONDUIT AND ROUTING INTO NEW PEDESTAL.C1C2C3C11-4"C2C3345681011P6FB1POWER UNDERGROUNDING NOTES:INSTALL VAULT - PSE TYPE 2'6" X 2'6" X 2'0" BELOWGRADE HANDHOLE. SEE DETAIL 1, SHEET PU4.INSTALL VAULT - PSE TYPE 4'8" X 7' X 5'8" BELOWGRADE 575 J-BOX & PULL VAULT WITH ANTI-SKIDDOORS. SEE DETAIL 2, SHEET PU4.INSTALL CONDUIT RISER(S) ON PSE UTILITY POLE.SIZE AND QUANTITY AS NOTED ON PLAN.INTERCEPT EXISTING PSE CONDUIT AND ROUTEINTO NEW VAULT. SIZE AS NOTED ON PLAN.CONNECT CONDUITS INTO EXISTING PSE VAULT.INSTALL VAULT - PSE TYPE 5'3" X 2'3" X 2'9" BELOWGRADE FIBER VAULT. SEE DETAIL 3, SHEET PU4.POLE TO BE INSTALLED BY PSE PRIOR TOCONSTRUCTION. LOCATION MAY NOT BE AT EXACTLOCATION SHOWN.REMOVE EXISTING PSE VAULT. CONTRACTOR TOCOORDINATE REMOVAL WITH PSE.P1P2P3P4P5P6P7P8LEGEND:COMMUNICATIONS VAULTPOWER VAULTCOMMUNICATIONS CONDUITPOWER CONDUITCONSTRUCTION NOTECONDUIT NOTESEE WIRE SCHEDULEPSE IDENTIFIER###DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS LARGE TELEPHONE VAULTBRICK WALL6' CHAINLINK70+00 71+00 71+43 917+00918+00919+00920+00921+00NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-PU.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021PU265MEKMEKPOWER UNDERGROUNDING PLANSTA 916+50 TO STA 921+50SHEET 2 OF 4-DUVALL AVENUE NEPLANSCALE IN FEET02040NE 12TH STC-LINEP2J03P2J04P1HH2P3P5P8P3P03J07J05P04P716121718211-2", 2-3"PROPOSED UTILITYEASEMENT LINEP2J0822P5J06P41-4"IP02P4P4IP03IP041-4"1-4"1314151920232425CONDUIT SCHEDULERUN NO.CONDUITLENGTHCONDUIT SIZEPUGET SOUND ENERGY2"3"4"6"1210 LF11310 LF11420 LF21510 LF11690 LF1117120 LF121820 LF21930 LF120100 LF22130 LF422280 LF222310 LF12410 LF12510 LF1XPOWER UNDERGROUNDING NOTES:INSTALL VAULT - PSE TYPE 2'6" X 2'6" X 2'0" BELOWGRADE HANDHOLE. SEE DETAIL 1, SHEET PU4.INSTALL VAULT - PSE TYPE 4'8" X 7' X 5'8" BELOWGRADE 575 J-BOX & PULL VAULT WITH ANTI-SKIDDOORS. SEE DETAIL 2, SHEET PU4.INSTALL CONDUIT RISER(S) ON PSE UTILITY POLE.SIZE AND QUANTITY AS NOTED ON PLAN.INTERCEPT EXISTING PSE CONDUIT AND ROUTEINTO NEW VAULT. SIZE AS NOTED ON PLAN.CONNECT CONDUITS INTO EXISTING PSE VAULT.INSTALL VAULT - PSE TYPE 5'3" X 2'3" X 2'9" BELOWGRADE FIBER VAULT. SEE DETAIL 3, SHEET PU4.POLE TO BE INSTALLED BY PSE PRIOR TOCONSTRUCTION. LOCATION MAY NOT BE AT EXACTLOCATION SHOWN.REMOVE EXISTING PSE VAULT. CONTRACTOR TOCOORDINATE REMOVAL WITH PSE.P1P2P3P4P5P6P7P8GENERAL NOTES:1.LOCATING EXISTING UTILITIES PRIOR TOCONSTRUCTION SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR. CONFLICTS SHALL BE BROUGHTTO THE ATTENTION OF THE ENGINEER FORRESOLUTION.2.ALL VAULTS AND CONDUITS SHALL BE INSTALLED ATTHE GENERAL LOCATIONS SHOWN ON THE PLANS.LOCATION SHOWN ARE SCHEMATIC. CONTRACTORSHALL COORDINATE EXACT VAULT LOCATIONS ANDELEVATIONS WITH THE ENGINEER PRIOR TOINSTALLATION.3.LOCATIONS AND DESIGN SPECIFICATIONS FOREQUIPMENT AND TRENCHES SHALL BE COORDINATEDWITH PSE, PRIOR TO CONSTRUCTION.4.CONTRACTOR IS RESPONSIBLE FOR EXCAVATION,TRENCHING, INSTALLATION AND BACKFILL OF PSESUPPLIED MATERIALS AS NOTED ON THESE PLANS.5.EXISTING AND PROPOSED UNDERGROUND UTILITIESARE SHOWN FOR REFERENCE ON THE PLANS.LEGEND:COMMUNICATIONS VAULTPOWER VAULTCOMMUNICATIONS CONDUITPOWER CONDUITCONSTRUCTION NOTECONDUIT NOTESEE WIRE SCHEDULEPSE IDENTIFIER###1CONDUIT LOCATION REVISION TLS 08/08/23108/31/20231-3", 1-4"DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-PU.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/202166MEKMEKPOWER UNDERGROUNDING NOTESSHEET 3 OF 4-ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSIONSTRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)EROSION & SEDIMENT CONTROL REQUIREMENTSNOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROLEROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.PSE GENERAL SPECIFICATIONSScope of Work- OH to UG conversion along Duvall Ave NE between NE 7th Pl and NE Sunset Blvd.General-All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards are available uponrequest.-Work sites shall be kept clear of debris and all construction materials; equipment and packing shall be removeddaily.-Return all unused and removed poles, transformers and hardware to PSE, storeroom. All copper shall be coiledand returned the day it is removed from the poles. Remove all unused pins and insulators.-Return all streetlights, area lights and floodlights to Sumner yard.Pre-Construction-Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advanceof starting work in Right-of-way involving a Permit.-All system switching shall be approved by System Operations (425-882-4652) a minimum of 48 hours inadvance.-Notify customers of all outages 48 hours in advance.Work Drawings & Documents-PSE Project Manager or Engineer shall approve field design changes.-Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy ofwork sketch.-Return one Foreman's copy of work sketch to Project Manger at completion of job.-When permits are required, a copy of the permits shall be available on work site at all times.Safety- efer to PSE standards 6275.3000 for requirements on System Grounding-Refer to PSE standards 6275.9210, 6275.9230 and 6275.6250 for personal protective grounding requirements.-Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements.-Proper line clearances shall be taken at the beginning, and released at the end, of each workday, or as otherwiseinstructed by the System Operator.-Provide signs, barricades, and traffic control in conformance with permit regulations.-Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations.-Maintain traffic flow as required by permitting agency.Joint Facilities-Coordinate with Communication Companies for transfers.OVERHEAD CONSTRUCTIONPoles & Structures-Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements arefrom the center of the pole.-All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole thanspecified.-Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification6014.1000 at new gang operated switch locations.-Install grid numbers on all new and existing poles as shown on sketch.-Straighten existing poles as indicated or as necessary.-Treat all field-drilled poles with copper napthenate wood preservative.-Remove old poles after communication companies have transferred off and return to PSE storeroom. Fill andcrown pole holes and restore the area similar to adjacent landscaping.Conductors & Equipment-Transfer all overhead and underground primary, secondary and service conductors and guys to new poles set,unless otherwise indicated on this sketch.-Transfer existing transformers to new poles unless otherwise indicated on this sketch.-Use stirrups to connect all overhead and underground primary taps, and all transformers. Install at all sites beingworked within the scope of the project where they are currently missing.- For 12vK construction, install avian protection with #4 CU-covered jumpers (MID#9998076) and #4 SD Aluminumcovered tie-wire (MID#8309760). For 34vK construction use bare wire primary jumpers with pre-formedhelical-grip ties and avian protection devices when required per Std. 6015.2000. Jumpers for poles that aredouble dead ended with tree wire can be either the same size tree wire conductor or covered CU.-Apply grit inhibitor on all Ampact, stirrup, and dead-end connections.-Connect primary taps and transformers to same phase as existing unless otherwise shown on the drawing.-All neutral connections to be made with solid compression connectors. Connect all pole grounds to commonneutral.-Use Load-interrupter cutouts (with arc shields) on all primary overheads and underground taps with fusedprotection above 40T.-Install Wildlife Protectors on all transformers.Cable Tags and Pulling-Primary Underground Cable Identification Tag installation shall conform to PSE standards 6825.6050.-Cable Pulling shall conform to PSE standards 6825.6100 and 6825.6150RESPONSIBILITIES OF THE CITYDocumentation-The city and their contractor shall attend a pre-construction meeting specifically for installation of bare duct and vaultsystem.-PSE will provide to the city contractor with construction plans for the installation of PSE duct and vault system.-All installations shall conform to specifications contained in this document and all relevant PSE standards.Safety-Field changes shall be pre-approved by PSE or designated representative prior to construction with proof of acceptancerequired prior to PSE acceptance of completed duct and vault system.-The city contractor shall not access energized power vaults without the assistance of PSE line workers.Trench and Excavation-The city contractor shall not expose energized power conductors (direct buried or in conduit) without the assistance of PSEline workers.-The city shall provide all trench excavation and backfill for the installation of new or modified PSE underground distributionsystem within the construction area.-All trench excavation shall conform to PSE standards 6790.0075, 6790.0130, 6790.0140, 6790.0250, and 6790.3050.-PSE plans show general trench alignment. They do not show specific cross sections with existing or proposed otherutilities. It is the City's responsibility to install PSE facilities at necessary depths to avoid and provide required clearancesto other existing or proposed utilities.-Construct the shared utility trench where the various utilities can transition in and out of the trench line in an orderly fashionwithout altering duct bank alignments of other utility. Separation of crossing utilities sharing the common utility trench is 6”.-After the new underground system is installed an energized, additional excavation may be necessary to re-train existingunderground cables into the new vaults. This excavation will be provided by the city with 48 hours notice.- Placement of other utility vaults within the trench line alignment encumbering access to PSE facilities is not allowed.- If four or more six inch conduits are installed in a trench, fluidized thermal backfill (FTB) shall be installed around theconduits to a depth of six inches above and to the sides of the conduit, and two inches underneath, per PSE Standard6790.0140.Vault Installation-City shall install PSE vaults in accordance with PSE standards 6775.0035 and 6775.0040.-Vault hole excavation shall be prepared level and free of debris with a minimum 6” base of crushed rock to prevent vaultsettling.-PSE Vaults in planter areas shall be set 2” above final grade.-PSE Vaults in hard surface locations such as sidewalks shall be adjusted to match finished grade prior to the installation ofPSE conductors and equipment. Maximum adjustment up is 5”- more than 5” require and additional riser.- Note: The city contractor will not be allowed to make vault adjustments after PSE conductors and equipment areenergized. PSE line crew will perform the adjustments on a change order basis.-City shall provide all surveying necessary to assure all PSE vaults are installed in the alignment location specified in thisdocument. The city shall be responsible for establishing grade elevation for PSE vaults.-All PSE vaults shall be clean and clear of construction debris with all knockouts and cover adjustments grouted to PSEsatisfaction prior to PSE accepting delivery of bare conduit & vault system.Conduit Installation-All PSE conduit installations shall conform to PSE standards 6800.6000, 6800.8050, and 6825.6505.-All conduits shall be routed and installed per conduit tables, installation diagrams, and details in this work sketch.-The city shall proof every PSE conduit run prior to final PSE acceptance. Proofing is defined as pulling a mandrel of thesame diameter through the conduit. Mule tape provided by PSE shall be pulled in behind the mandrel in each conduit runas evidence of proofing. A plug shall be installed in all spare conduits.-All conduits entering PSE vaults shall be through the appropriate knockouts to ensure proper cable lay. Vaultentries causing cables to cross each other in the vault, or lay in the vault unevenly, will be rejected and corrected atthe expense of the city contractor.- All conduit entries into PSE vault shall be straight and level with a minimum of 6' straight section outside the vaultwall and 2” on conduit extending into the vault with bell ends installed.- PSE conduits shall be placed in the trench maintaining a minimum of 1-1/2” of separation. Use conduit spacers(provided by PSE) every 10'.-PSE conduit runs shall be placed straight and level. Should it become necessary to alter conduit alignments toavoid other utilities the maximum bend radius allowed is 22-1/2 degrees. Bend radius greater than 22-1/2 degreesrequire prior approval from PSE engineering representatives.-All PSE conduits shall be placed with the minimum separation between other utility facilities as specified in PSEstandard 6790.0130. Refer to the typical utility trench cross section detail in this work sketch.-All PSE conduits shall have a minimum of 36” of cover. Cover of less than 36” is permissible on a case by casebasis provided that such installations adhere to PSE standard 6790.0130 figure 2. Pre-approval by PSE engineeringrepresentatives is required.-City installed empty conduit is not able to be located by normal means. It is the City's responsibility to note thelocation and depth of the installed conduit and protect it from damage by themselves or others throughout theduration of the project.Materials-The city shall not backfill PSE facilities until authorized by the PSE Inspector.-City shall be responsible for the security all PSE materials delivered to the job site.-The city contractor shall sign material manifest slips for all PSE materials delivered to the job site.-Initial delivery of PSE materials to the job site requires 10 days minimum advanced notice to PSE storeroom.-After the initial delivery of materials subsequent bulk material deliveries to the job site by PSE vendors require aminimum of 5 days- advanced notice to PSE storeroom.-PSE representatives will provide delivery of all miscellaneous material necessary for duct & vault installation, suchas couplings, glue, bends, etc., with minimum 3 days advanced notice to the PSE storeroom.-City shall provide equipment and labor necessary to off load material on site.-All vaults will be delivered by the manufacture to the job site as follows:--575 and smaller with a minimum 3 days advanced notice to PSE storeroom.--5106 and larger with a minimum 5 days advanced notice to PSE storeroom.-If vault excavation is not ready when vaults are delivered, city contractor will provide necessary equipment to installvaults. Install mastic sealant between the sections of mult-section vaults (sealant provided by manufacturer).-All unused material shall be returned to PSE stores and reconciled after PSE duct & vault installations are complete.Inspection-PSE will provide an Inspector during city contractor installation of PSE bare duct and vault system.-The roll of the PSE Inspector is limited to verification of compliance to all relevant PSE standards and practices. ThePSE Inspector will not approve changes to planned PSE facility locations or change orders.-The PSE Inspector will be the contact for all issues concerning installation of bare duct and vault system for PSEand provide a liaison between the field and engineering for change requests.-The city shall provide the PSE Inspector the means (survey staking) to verify proper depth of burial and location forall PSE facilities to the satisfaction of the PSE Inspector on site. If the Inspector is unable to verify proper depth ofburial, location, or grade of PSE facilities a non-compliance document will be issued effecting PSE final acceptanceof city installed facilities for PSE.PU3DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-PU.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/202167MEKMEKPOWER UNDERGROUNDING DETAILSSHEET 4 OF 4-2" to 3"Excavation - 24 cubic yardsSIDE VIEW6'-4"to 6'-5"Crushed6"RockTOP VIEW9'11'7'-0"4'-0"8"4'-8"Final Grade(Pavement)1'-0"Tubes for 1"Adjustable CoverSection1835 lbs4760 lbs(2) 3' SquareAnti-Skid5'-8"Adjustable Bolts (4)Doors2490 lbsTopHandholeNOTE:The Top Cover shall be leveled and adjusted to Final Gradeusing the Adjustable Bolts. This Installation is for Pavement orSidewalks only.Adjustable Cover(See NOTE Below)575 J-BOX & PULL VAULT EXCAVATION DETAIL - J01, J03, J04, J08SCALE: NONE MID# 9996162WIDTH VARIES PERNUMBER AND SIZE OFCONDUITS(8" MIN)SIZE AND NUMBER OFPOWER/COMMCONDUITS PERPLANS/SCHEDULE (TYP)30" MIN 6" MINSAND SHADING2" MINSAND BEDDINGFINISHED GRADE4DETAILTYPICAL LATERAL TRENCHBACKFILL2"MIN1DETAIL2DETAILPU43DETAILSINGLE PHASE SECONDARY CONCRETE HANDHOLE - HH1,HH2Not to scale6050.2020-1TOP VIEWSIDE VIEW2'-4"EXCAVATION: 5-1/3 CUBIC YARDS7'-0"6'-0"6" Crushed rock 2"Install PVC bell endsand grout into wallHandhole820 lbsConduits and conductors shall enter fromends of handhole through knockouts providedTypical customer runservice conductors in ductSteel DoorSeal conduitwith foam2'-6"2'-6"2'-0"Customer-installed grounding wires ( the "4th" wire on the single-phase systems and the "5th" wire onthe three-phase systems)shall not be connected to PSE's ground or neutral bus. They shall beremoved by customer or cut off at the vault wall.FIBER VAULT DETAIL - FB1SCALE: NONE CLINK PID# 2378448COVER WITHADJUSTABLE FRAMENo. 38/25-TANo. 25-TVAULTAAPLAN VIEWSECTION A-AEND VIEWCommunicationsPrimary PowerCables or ConduitExcavated Dirt PileROADSIDEFinal Grade24" Min12" MinSeparation36"MinCover48"MaxBackfill(No rocks over 10" diameter)Separation12" MinGas4" Sand Bedding32" Typical(Power, Gas, andCommunications)Primary-Mainline Gas & Communications (NTS)12" Min Separation6" or 12" Min Sand Shading after Compaction- A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter.Trench and backfill requirements for primary electric line extension trenches (No PSE gas)- A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter.NOTE:3/4"Ø Insert, w/ Hex Bolt2 Each Side, 2 Sides1 1/2" Dia. Lift Hole1 Each Side, 2 SidesBolt-Down Locking(2) 1/2" Dia. Hex Bolts5'-2 12"2'-3"Recessed Lift HandleGalvanized Diamond PlateCovers w/ Bolt-Down Locking3 12" AdjustmentFull Length 10" Wide KnockoutIn Floor For Intercepts3/4" Dia. Pulling Insert1 Each End, 2 EndsGalvanized "C" Channel, 4'-0" Lg.1 Each Side, 2 Sides8 12"Full LengthKnockout8 12"10"1 12" 1'-11" 2'-7" 6 14"1 34" 2'-8 12" 2'-3 12"3 12"1 12"2'-8 12"2'-7"2'-3"5'-2 12"1'-10"4'-9 12"Full 180° OpenSuitable For H-20 WheelLoad In Off-Street LocationsWhere Not Subjected ToHigh-Density Traffic.NOTE:5DETAILTYPICAL JOINT UTILITY TRENCHCITY ILLUMINATION CONDUIT(WHERE APPLICABLE)24" MIN City IlluminationConduit, 24" MinCover (WhereApplicable)DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 894+00895+00896+00897+00898+00STOP BAR892+00893+00894+00PLANSCALE IN FEET02040NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-IL.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021E168MEKMEKMATCH LINE STA 898+50, SEE SHEET E2 MATCH LINE STA 894+00, SEE ABOVE MATCH LINE STA 894+00, SEE BELOWPLANSCALE IN FEET02040NE 7TH PL DUVALL AVENUE NENE 8TH ST9L0113 L0214L0313L0413L0513DUVALL AVENUE NEEX SVC SC35410ELECTRICAL PLANBEGIN TO STA 898+50SHEET 1 OF 10ELECTRICAL NOTES:CONSTRUCT DECORATIVE LUMINAIRE, POLE ANDFOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET E11FOR MORE DETAILS.INSTALL JUNCTION BOX WITH SLIP RESISTANT LID ATFINISHED GRADE IN SIDEWALK.INSTALL JUNCTION BOX WITH PAD AT APPROXIMATELOCATION SHOWN, PER COR STD PLAN 120.EXISTING UTILITY POLE (PSE) AND LUMINAIRE TOREMAIN.EXISTING UTILITY POLE, LUMINAIRE AND GUY WIRE TOBE REMOVED BY UTILITY COMPANY, SEE SITEPREPARATION SHEETS.EXISTING LUMINAIRE POLE (CITY) TO REMAIN.13491011ELECTRICAL LEGEND:JUNCTION BOXES (WSDOT TYPES 1, 2, 8)DECORATIVE ROADWAY POLE AND LUMINAIRESTREET LIGHTTYPE PS SIGNAL POLEPEDESTRIAN PUSH BUTTONSIGNAL POLESIGNAL POLE W/ LUMINAIREPEDESTRIAN SIGNAL HEADVEHICLE SIGNAL HEADEMERGENCY PRE-EMPTION DETECTORCONTROLLER CABINETSERVICE CABINETSMALL CABLE VAULTPOWER POLEFLASHING BEACON SIGN ASSEMBLYRADAR SPEED SIGNCONDUIT (SEE WIRE SCHEDULE)POLE IDENTIFIERCONDUIT/WIRE NOTESEE WIRE SCHEDULE ON SHEET E11ELECTRICAL NOTE##11111111111GENERAL NOTES:1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONSSHALL BE VERIFIED BY THE ENGINEER IN THE FIELD.2.UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.3.ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BELABELED IN EACH JUNCTION BOX.4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139.5.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITYTRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423.6.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES.C-LINEC-LINECS111111#DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 903+00904+00905+00906+00907+00908+00STA 903+14,40.0'RT899+00900+00901+00902+00903+00NE 10TH STDUVALL AVENUE NE5L091PLANSCALE IN FEET02040422NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-IL.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021E269MEKMEKMATCH LINE STA 908+00, SEE SHEET E3 MATCH LINE STA 903+00, SEE ABOVE MATCH LINE STA 903+00, SEE BELOW MATCH LINE STA 898+50, SEE SHEET E1 L0614L0714L0813L1013PLANSCALE IN FEET02040L1114L12DUVALL AVENUE NENE 9TH ST4 54EX SVCSC12212ELECTRICAL PLANSTA 898+50 TO STA 908+00SHEET 2 OF 101451101111111110222282121175C-LINEC-LINEELECTRICAL NOTES:CONSTRUCT DECORATIVE LUMINAIRE, POLE ANDFOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET E11FOR MORE DETAILS.INSTALL JUNCTION BOX WITH SLIP RESISTANT LID ATFINISHED GRADE IN SIDEWALK.INSTALL JUNCTION BOX WITH PAD AT APPROXIMATELOCATION SHOWN, PER COR STD PLAN 120.REMOVE EXISTING JUNCTION BOX AND REPLACE WITHJUNCTION BOX TYPE 2. REINSTALL CONDUIT AND WIREIN JUNCTION BOX. SEE WIRE SCHEDULE.INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX.REMOVE EXISTING LIGHT STANDARD, FOUNDATIONAND ADJACENT JUNCTION BOX. SALVAGE LIGHTSTANDARD TO CITY.EXISTING UTILITY POLE (PSE) AND LUMINAIRE TOREMAIN.EXISTING LUMINAIRE POLE (CITY) TO REMAIN.CONNECT NEW LIGHTING (CIRCUIT LTG1) IN EXISTINGSERVICE CABINET.REMOVE EXISTING SOLAR POWERED FLASHING BEACONASSEMBLY AND FOUNDATION. CONSTRUCT NEWFOUNDATION PER WSDOT STD PLAN J-21.10-04 WITHMODIFIED BOLT PATTERN TO MATCH EXISTING POLEAND REINSTALL SOLAR POWERED FLASHING BEACONASSEMBLY AT LOCATION SHOWN.PROVIDE TWO, 12 COUNT PATCH PANELS ANDETHERNET SWITCH FOR INSTALLATION IN EXISTINGCONTROLLER CABINET. COORDINATE WORK WITH CITYSPLICE NEW STREET LIGHT WIRING TO EXISTINGILLUMINATION WIRING IN EXISTING JUNCTION BOX.REMOVE EXISTING LIGHT STANDARD AND FOUNDATION.SALVAGE LIGHT STANDARD TO CITY.1345791112141722CS2411111188GENERAL NOTES:1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONSSHALL BE VERIFIED BY THE ENGINEER IN THE FIELD.2.UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.3.ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BELABELED IN EACH JUNCTION BOX.4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139.5.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITYTRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423.6.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES.ELECTRICAL LEGEND:JUNCTION BOXES (WSDOT TYPES 1, 2, 8)DECORATIVE ROADWAY POLE AND LUMINAIRESTREET LIGHTTYPE PS SIGNAL POLEPEDESTRIAN PUSH BUTTONSIGNAL POLESIGNAL POLE W/ LUMINAIREPEDESTRIAN SIGNAL HEADVEHICLE SIGNAL HEADEMERGENCY PRE-EMPTION DETECTORCONTROLLER CABINETSERVICE CABINETSMALL CABLE VAULTPOWER POLEFLASHING BEACON SIGN ASSEMBLYRADAR SPEED SIGNCONDUIT (SEE WIRE SCHEDULE)POLE IDENTIFIERCONDUIT/WIRE NOTESEE WIRE SCHEDULE ON SHEET E11ELECTRICAL NOTE###LIGHT STANDARD REMOVAL AND RELOCATION MEK 3/15/20221241111ELECTRICAL PLAN REVISIONS TLS 08/08/2023212208/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 913+00914+00915+00916+00917+00918+00908+00909+00910+00911+00912+00913+00MATCH LINE STA 918+00, SEE SHEET E4 MATCH LINE STA 913+00, SEE ABOVEDUVALL AVENUE NEPLANSCALE IN FEET02040MATCH LINE STA 908+00, SEE SHEET E2 MATCH LINE STA 913+00, SEE BELOWDUVALL AVENUE NEPLANSCALE IN FEET020401520191523NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-IL.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021E370MEKMEKL1313L1413L1513L16134610ELECTRICAL PLANSTA 908+00 TO STA 918+00SHEET 3 OF 1010101033324243243C-LINEC-LINEELECTRICAL NOTES:CONSTRUCT DECORATIVE LUMINAIRE, POLE ANDFOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET E11FOR MORE DETAILS.INSTALL JUNCTION BOX WITH SLIP RESISTANT LID ATFINISHED GRADE IN SIDEWALK.INSTALL JUNCTION BOX WITH PAD AT APPROXIMATELOCATION SHOWN, PER COR STD PLAN 120.INTERCEPT EXISTING CONDUIT AND ROUTE INTO NEWJUNCTION BOX.EXISTING UTILITY POLE, LUMINAIRE AND GUY WIRE TOBE REMOVED BY UTILITY COMPANY, SEE SITEPREPARATION SHEETS.EXISTING LUMINAIRE POLE (CITY) TO REMAIN.INSTALL SMALL CABLE VAULT PER WSDOT STD PLANJ-90.21-01 AT APPROXIMATE LOCATION SHOWN.REMOVE EXISTING JUNCTION BOX.PROTECT EXISTING FLASHING BEACON ASSEMBLY ANDCONNECT TO NEW JUNCTION BOX ADJACENT TO POLE.REMOVE EXISTING SOLAR POWERED FLASHING BEACONASSEMBLY AND FOUNDATION. SALVAGE POLE, SOLARPANEL AND BATTERY TO CITY. ATTACH EXISTING SIGNAND FLASHING BEACON TO DECORATIVE LUMINAIREPOLE L15. WIRE FLASHING BEACON TO SVC SC066.13461011151920CS111123GENERAL NOTES:1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONSSHALL BE VERIFIED BY THE ENGINEER IN THE FIELD.2.UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.3.ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BELABELED IN EACH JUNCTION BOX.4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139.5.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITYTRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423.6.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES.ELECTRICAL LEGEND:JUNCTION BOXES (WSDOT TYPES 1, 2, 8)DECORATIVE ROADWAY POLE AND LUMINAIRESTREET LIGHTTYPE PS SIGNAL POLEPEDESTRIAN PUSH BUTTONSIGNAL POLESIGNAL POLE W/ LUMINAIREPEDESTRIAN SIGNAL HEADVEHICLE SIGNAL HEADEMERGENCY PRE-EMPTION DETECTORCONTROLLER CABINETSERVICE CABINETSMALL CABLE VAULTPOWER POLEFLASHING BEACON SIGN ASSEMBLYRADAR SPEED SIGNCONDUIT (SEE WIRE SCHEDULE)POLE IDENTIFIERCONDUIT/WIRE NOTESEE WIRE SCHEDULE ON SHEET E11ELECTRICAL NOTE###ELECTRICAL PLAN REVISIONS TLS 08/08/202311COIL UP 1,000 LF OF FIBER IN THE FO VAULTFOR FUTURE TO NEW SIGNAL AT NE 10TH08/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 6' CHAINLINK918+00919+00920+00921+00922+00923+00STA 922+90,39.5'LT923+00924+00925+00926+00927+00928+00MATCH LINE STA 923+00, SEE ABOVE DUVALL AVENUE NEPLANSCALE IN FEET02040L2212L231288MATCH LINE STA 918+00, SEE SHEET E3 MATCH LINE STA 923+00, SEE BELOW NE 12TH ST DUVALL AVENUE NEPLANSCALE IN FEET02040L201312L19L21138SEE SHEET E61315MATCH LINE STA 928+00, SEE SHEET E5NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-IL.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021E471MEKMEK13L1812L2412L251214L174846EX SVCSC06716ELECTRICAL PLANSTA 918+00 TO STA 928+50SHEET 4 OF 10EX SVCSC066242433240102401312661418333333333333333010101092020C-LINEC-LINEELECTRICAL NOTES:CONSTRUCT DECORATIVE LUMINAIRE, POLE ANDFOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET E11FOR MORE DETAILS.CONSTRUCT JUNCTION BOX, CONCRETE PAD ANDELECTRICAL WIRING SYSTEM PER COR STD PLANS 119AND 120.INSTALL JUNCTION BOX WITH SLIP RESISTANT LID ATFINISHED GRADE IN SIDEWALK.INSTALL JUNCTION BOX WITH PAD AT APPROXIMATELOCATION SHOWN, PER COR STD PLAN 120.INTERCEPT EXISTING CONDUIT AND ROUTE INTO NEWJUNCTION BOX.REMOVE EXISTING LIGHT STANDARD, FOUNDATIONAND ADJACENT JUNCTION BOX. SALVAGE LIGHTSTANDARD TO CITY.REMOVE AND SALVAGE EXISTING RADAR SPEED LIMITSIGN FROM EXISTING STREET LIGHT STANDARD. ATTACHAND INSTALL NEW SOLAR POWERED RADAR SPEEDLIMIT SIGN TO NEW STREET LIGHT STANDARD.REMOVE EXISTING SOLAR POWERED FLASHING BEACONASSEMBLY AND FOUNDATION. CONSTRUCT NEWFOUNDATION PER WSDOT STD PLAN J-21.10-04 WITHMODIFIED BOLT PATTERN TO MATCH EXISTING POLEAND REINSTALL SOLAR POWERED FLASHING BEACONASSEMBLY AT LOCATION SHOWN.INSTALL SMALL CABLE VAULT PER WSDOT STD PLANJ-90.21-01 AT APPROXIMATE LOCATION SHOWN.REMOVE EXISTING ILLUMINATION AND RADARFEEDBACK SIGN CIRCUIT WIRE AND USE CONDUIT FORNEW FIBER.12346813141516CSGENERAL NOTES:1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONSSHALL BE VERIFIED BY THE ENGINEER IN THE FIELD.2.UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.3.ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BELABELED IN EACH JUNCTION BOX.4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139.5.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITYTRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423.6.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES.ELECTRICAL LEGEND:JUNCTION BOXES (WSDOT TYPES 1, 2, 8)DECORATIVE ROADWAY POLE AND LUMINAIRESTREET LIGHTTYPE PS SIGNAL POLEPEDESTRIAN PUSH BUTTONSIGNAL POLESIGNAL POLE W/ LUMINAIREPEDESTRIAN SIGNAL HEADVEHICLE SIGNAL HEADEMERGENCY PRE-EMPTION DETECTORCONTROLLER CABINETSERVICE CABINETSMALL CABLE VAULTPOWER POLEFLASHING BEACON SIGN ASSEMBLYRADAR SPEED SIGNCONDUIT (SEE WIRE SCHEDULE)POLE IDENTIFIERCONDUIT/WIRE NOTESEE WIRE SCHEDULE ON SHEET E11ELECTRICAL NOTE###ELECTRICAL PLAN REVISIONS TLS 08/08/20231LEAVE 100' OF SLACK IN THE 72CT CABLE (DONOT CUT) AND CONTINUE TO 10TH & DUVALLINSTALL A 72CT DROP FROM THE SIGNAL CABINETTO THE 25TA VAULT. LEAVE 50' OF SLACK IN THEVAULT.CITY CREW WILL INSTALL A SPLICEENCLOSURE AND SPLICE THE CABLES.LEAVE 1,00 FEET OF CABLE AT FOVAULT AT STA 911+25 LT108/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 928+00 929+00 929+71 DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 19 PLAN SCALE IN FEET 0 20 40MATCH LINE STA 928+00, SEE SHEET E4NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISIONRECORD DRAWINGS 02/22/2021 E5 72 MEK MEK 16 18 16 16 EX SVC SC06821 ELECTRICAL PLAN STA 928+00 TO END AND BEGIN TO STA 52+60 SHEET 5 OF 10 1 - DETAIL NO SCALE TA-25 VAULT FIBER MODIFICATIONS NE 4TH ST3 7 4 9 9 9 9 9 23 7 11 0 DUVALL AVENUE NE NE SUNSET BLVD C-LINE ELECTRICAL NOTES: INSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT FINISHED GRADE IN SIDEWALK. INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE LOCATION SHOWN, PER COR STD PLAN 120. INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX. EXISTING UTILITY POLE (PSE) AND LUMINAIRE TO REMAIN. REMOVE EXISTING ILLUMINATION AND RADAR SIGN CIRCUIT WIRE AND USE CONDUIT FOR NEW FIBER. IN EXISTING TA-25 VAULT, SPLICE FIBER PER DETAIL 1, THIS SHEET. COORDINATE WORK WITH CITY. REMOVE EXISTING JUNCTION BOX. DISCONNECT EXISTING RADAR SPEED SIGN CIRCUIT WIRE AND REMOVE WIRE FROM EXISTING SERVICE. ROUTE FIBER THROUGH SERVICE CABINET FOR CONNECTION AT TA-25 VAULT AT NE CORNER OF INTERSECTION. 3 4 7 9 16 18 19 21 CS 9 GENERAL NOTES: 1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. 2.UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3.ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 5.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423. 6.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. ELECTRICAL LEGEND: JUNCTION BOXES (WSDOT TYPES 1, 2, 8) DECORATIVE ROADWAY POLE AND LUMINAIRE STREET LIGHT TYPE PS SIGNAL POLE PEDESTRIAN PUSH BUTTON SIGNAL POLE SIGNAL POLE W/ LUMINAIRE PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR CONTROLLER CABINET SERVICE CABINET SMALL CABLE VAULT POWER POLE FLASHING BEACON SIGN ASSEMBLY RADAR SPEED SIGN CONDUIT (SEE WIRE SCHEDULE) POLE IDENTIFIER CONDUIT/WIRE NOTE SEE WIRE SCHEDULE ON SHEET E11 ELECTRICAL NOTE # # # ELECTRICAL PLAN REVISIONS TLS 08/08/20231 1 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 920+00PLANNE 12TH ST/DUVALL AVE NE SIGNAL RELOCATIONSCALE IN FEET0510SIGNAL CONSTRUCTION NOTES:A.REMOVE EXISTING SIGNAL POLE WITH LUMINAIRE AND FOUNDATION.B.CONSTRUCT NEW FOUNDATION PER WSDOT STD PLAN J-26.10-03, EXCEPT MATCH EXISTING SIGNAL POLE ANCHOR BOLT PATTERN. REINSTALL AND RECONNECT EXISTINGSIGNAL POLE WITH LUMINAIRE ON NEW FOUNDATION. REINSTALL ALL SIGNAL EQUIPMENT AND RESTORE WIRING.A.REMOVE EXISTING TYPE PS PEDESTRIAN SIGNAL POLE AND FOUNDATION.B.CONSTRUCT NEW FOUNDATION IN PEDESTRIAN CURB PER WSDOT STD PLAN J-20.11-03. INSTALL AND RECONNECT EXISTING TYPE PS PEDESTRIAN SIGNAL POLE ON NEWFOUNDATION. REINSTALL ALL EQUIPMENT ON SIGNAL POLE AND RESTORE WIRING. MAINTAIN PPB ORIENTATION ON POLE.A.INTERCEPT EXISTING SIGNAL AND ILLUMINATION CONDUITS IN EXISTING JUNCTION BOXES AND EXTEND INTO NEW JUNCTION BOX. REMOVE EXISTING JUNCTION BOXES.B.INSTALL JUNCTION BOXES AND SMALL CABLE VAULT AT BACK OF SIDEWALK.A.REMOVE EXISTING SIGNAL CONTROLLER CABINET, SIGNAL SERVICE CABINET AND FOUNDATION.B.CONSTRUCT NEW COMBINATION SIGNAL CONTROLLER CABINET AND SIGNAL SERVICE CABINET FOUNDATION, PER DETAIL 1, SHEET E9 . INSTALL EXISTING SIGNALCONTROLLER CABINET AND SIGNAL SERVICE CABINET ON NEW FOUNDATION AND REWIRE PER WIRE SCHEDULE. INSTALL PHOTOCELL IN CABINET PER COR STD PLAN 122.1.PROTECT EXISTING POWER VAULT.INTERCEPT AND UTILIZE EXISTING CONDUIT AND REMOVE AND REINSTALL WIRE FROM POWER SOURCE (UNDERGROUND UTILITY VAULT) FOR RECONNECTION TO RELOCATEDSERVICE. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE.REMOVE EXISTING ABANDONED JUNCTION BOX AND CONCRETE PAD.PROVIDE TWO, 12 COUNT PATCH PANELS AND ETHERNET SWITCH FOR INSTALLATION IN RELOCATED CONTROLLER CABINET. SPLICE FIBER 1-12 OF THE BLUE TUBE AND FIBER13-24 OF THE ORANGE TUBE AND INSTALL IN PATCH PANELS. COORDINATE WORK WITH CITY.CONNECT BOTH STREET LIGHTS ON HAWK SIGNAL POLES TO "ILLUMINATION A" CIRCUIT AND NEW LIGHT POLES L13-L25 ON "SPARE" CIRCUIT.4B1B1A4A2A2B3A3B75612345671GENERAL SIGNAL NOTES:1.CONDUIT IS SHOWN SCHEMATICALLY. ALL SIGNAL ANDILLUMINATION WORK SHALL BE CONSTRUCTED ANDINSTALLED WITHIN CITY RIGHT OF WAY.2.PROPOSED CONTROLLER CABINET, SERVICE CABINETAND JUNCTION BOXES ARE SHOWN TO SCALE ON THISSHEET ONLY.3.REMOVE AND REINSTALL SIGNAL AND ILLUMINATIONWIRING PER WIRE SCHEDULE, SHEET E11.2NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-IL.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021E673MEKMEKTRAFFIC SIGNAL PLANSHEET 6 OF 104B1112EVP-CEVP-A28SIGN3B3B88RELCOATED EXSVC SC066EX SVCSC0669962020141032241504161002417105251918GENERAL NOTES:1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWNSCHEMATICALLY. FINAL LOCATIONS SHALL BE VERIFIED BY THEENGINEER IN THE FIELD.2.UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THERESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.3.ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSHBUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACHJUNCTION BOX.4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITHIDENTIFICATION TAGS PER STD PLAN 139.5.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON,CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCEDEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423.6.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES.CSNE 12TH ST DUVALL AVENUE NEELECTRICAL LEGEND:JUNCTION BOXES (WSDOT TYPES 1, 2, 8)DECORATIVE ROADWAY POLE AND LUMINAIRESTREET LIGHTTYPE PS SIGNAL POLEPEDESTRIAN PUSH BUTTONSIGNAL POLESIGNAL POLE W/ LUMINAIREPEDESTRIAN SIGNAL HEADVEHICLE SIGNAL HEADEMERGENCY PRE-EMPTION DETECTORCONTROLLER CABINETSERVICE CABINETSMALL CABLE VAULTPOWER POLEFLASHING BEACON SIGN ASSEMBLYRADAR SPEED SIGNCONDUIT (SEE WIRE SCHEDULE)POLE IDENTIFIERCONDUIT/WIRE NOTESEE WIRE SCHEDULE ON SHEET E11ELECTRICAL NOTESIGNAL CONSTRUCTION NOTE####SIGNAL PLAN REVISIONS TLS 08/08/2023172CT DROP TO THESIGNAL CABINETLEAVE 50' OF SLACKIN THE FIBER VAULT100LEAVE 1,000 FEET OFCABLE AT FO VAULT ATSTA 911+25LT72CT TO 10TH & DUVALL72CT FROM NE CORNEROF SUNSET & DUVALLLEAVE 1,000 FEET OF SLACK IN THE FIBREVAULT. DO NOT CUT CABLE108/31/2023DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS ***LEGEND90°90°E1 90°0°180°270°E2E1ROADWAYLOCATION STATIONANCHOR BOLT PLATEhii8 5 °EEFFGGHHIIHHIIA2A112' - 0" 9' - 6" 8' - 0"abcaeggjjiB9B10B11hiCURB OR EDGE OF SHOULDERLIMITS OF VERTICAL CLEARANCEababdabB1B2B3B4B5B6B7ROADWAYTYPE II, III & SDSIGNAL STANDARDDDCfNOTES6544NOTE:E2ELEVATION IS TO TOP OF FOUNDATIONTOP OF FOUNDATION SHALL MATCH TOP OF CURB,SHOULDER, OR SIDEWALK, WHICHEVER IS HIGHEST.OFFSETLINEPOLE ORIENTATION LINE(E1 ATTACHMENT POINT)11111OR331' - 0" MIN. TO 2' - 6" MAX. FROMPOLE CENTERLINE TO SIGN EDGEFOR POST MOUNTED SIGNS THERESHALL BE 2' - 0" MIN. FROM THE FACEOF THE CURB OR THE EDGE OF THESHOULDER TO THE EDGE OF THE SIGNALL HANDHOLES AT 180^FROM E1MEASURE ATTACHMENT POINT ANGLES CLOCKWISEFROM POLE ORIENTATION LINE (E1 ATTACHMENTPOINT) TO THE ATTACHMENT POINT LOCATIONPOLE ORIENTATIONANGLE (P.O.A.)DEGREES CLOCKWISE FROMOFFSET LINE TO POLEORIENTATION LINE(E1 ATTACHMENT POINT)TYPE E MOUNTS SHALL BE USED FORPEDESTRIAN DISPLAYS ON TYPE II OR III SIGNALSTANDARDS, WITH THE FOLLOWING EXCEPTION:PEDESTRIAN DISPLAYS MOUNTED ONOCTAGONAL (8 SIDED) SIGNAL STANDARDS AT ANANGLE OTHER THAN A 45 DEGREE INCREMENTSHALL USE A TYPE A MOUNT FOR TWOPEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FORA SINGLE PEDESTRIAN DISPLAY.POLE ORIENTATION ANDATTACHMENT POINT DETAILGGggIIIIgg8' - 0" 8' - 0" 10' - 0"iiia6663' - 6" MEASURED FROM SIDEWALK SURFACE TOCENTER OF PEDESTRIAN PUSH BUTTONMOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART.FOR TYPE N MOUNTS ONLY, DRILL 1" DIA. HOLE IN MAST ARM AND INSTALLPLASTIC SPLIT BUSHING FOR CABLE ENTRANCE.FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUMVALUES LISTED HERE:ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFYELEVATION PRIOR TO ORDERING SIGNAL STANDARDS.TYPE PPBPPB POSTTYPE PSPED. HEADSTANDARDTYPE IVEHICLE HEADSTANDARDATTACHMENTPOINTSTANDARDTYPESTANDARD PLAN REFERENCESPOLEFOUNDATIONELECTRICALFIXEDBREAKAWAYPSIII, III, SDN/AJ-20.10J-20.15J-21.15J-20.16J-20.10J-20.15J-21.10J-21.10J-26.10,J-26.15CURBSTANDARDJ-20.11N/AJ-20.10J-20.15J-20.20J-21.20N/Aa.VEHICLE DISPLAYf.LUMINAIREb.MAST ARM MTD. SIGNg.PEDESTRIAN DISPLAYc.STREET NAME SIGNh.TERMINAL CABINETd.PRE-EMPT DETECTORi.APS PPB-Me.POST MTD. SIGNj.HANDHOLEPLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER;3' - 0" MIN. FROM FACE OF GUARDRAIL;4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THEBARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKENFROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE)7DMS OR VMS IS NOTALLOWED ON THESE POLES.CALCULATED POLE XYZ (FT3) IS THE SUM OF THE TOTAL XYZ (FT3) FORTHE SIGNAL ARM AND THE XYZ (FT3) FOR THE LUMINAIRE ARM (IF PRESENT).SIGNAL STANDARD DETAIL CHARTSTD.NO.FIELD LOCATIONPOLETYPEMOUNTINGHEIGHT (FT)MASTARMLENGTHSIGNAL MAST ARM DATALUMINAIREARM (FT)CALCULATEDPOLE XYZ (FT3)POLE ATTACHMENT POINT ANGLES (deg.)FOUNDATIONDESIGN XYZ(FT3)SOILBEARINGPRESSURE(PSF)***FOUNDATION DEPTH(FT)REMARKSOFFSETS (FT) (Z) (POLE ℄ TO ATTACHMENT POINT)WINDLOAD AREAS (FT2) (X)(Y)ALTERNATE 1STATIONOFFSETLT.RT.ELEV.P.O.A.A1A2B1B2B3B4B5B6B7B8B9B10B11B1B2B3B4B5B6B7B8B9B10B11CDE1E2FG1G2HIJ3' RD3' SQ4' RD1919+91.439.0X0°III17.5'35.0'35.0'32.526.520.523.510.610.010.610.08600°0°90°90°25006'6'6'RELOCATED EXISTING POLE(1)2920+12.938.6X0°PS90°2500RELOCATED EXISTING POLE(1)***SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAYMIN.MAX.HORIZONTAL DISTANCE FROM STOP LINEALL40'45'50'53'-180'3 SECTION 12"16.5'17.5'19.2'20.9'22.0'5 SECTION CLUSTER 12"4 SECTION 12"16.5'17.0'18.0'19.7'20.8'5 SECTION 12"16.5'17.0'17.5'18.5'19.6'MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAYSIGNHEIGHTWIDTHAREAb3.0 FTN/A7.5 SQ. FT.c3.0 FTN/A36.0 SQ. FT.eN/A3.0 FT15.0 SQ. FT.LUMINAIRE MASTARM XYZ (FT3)MAST ARMLENGTHXYZ (FT3)6'19.88'26.410'33.012'39.614'46.216'52.8GENERAL SIGNAL NOTES:1.CONDUIT IS SHOWN SCHEMATICALLY. ALL SIGNAL ANDILLUMINATION WORK SHALL BE CONSTRUCTED ANDINSTALLED WITHIN CITY RIGHT OF WAY.2.PROPOSED CONTROLLER CABINET, SERVICE CABINETAND JUNCTION BOXES ARE SHOWN TO SCALE ON THISSHEET ONLY.PPB5222222222X(1)ANCHOR BOLTS FOR NEW FOUNDATION TO MATCHEXISTING SIGNAL MOUNTINGNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-IL.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021E774MEKMEKSIGNAL POLE DETAILS - NE 12TH ST HAWKSHEET 7 OF 10JJCSLUMINAIRE, MOUNTINGAND SHROUD PER CITY OFRENTON STANDARDPLANS 117.1 AND 117.3*** PER GEOTECH REPORT, TABLE 2DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS E875MEKMEKNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-IL.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021ISOMETRIC VIEWELEVATION VIEWSHIM TO PLUMBSHIM TO PLUMBSEE NOTE 2SEE NOTE 2#4 HOOPS (EQUALSPACES)3/8" DIAMETERPLASTIC DRAIN (ONEPER CABINET)1/2" CHAMFER12" ±EXISTING1"-2" 6" MINNOTES:1.MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THEREQUIREMENTS OF SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS.2.PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.3.ANCHOR BOLTS AND THEIR SPACING TO MATCH EXISTING CONTROLLER AND SERVICE CABINET.4.CONDUIT SIZES/QUANTITIES FOR THE CONTROLLER AND CONTACTOR CABINETS SHALL BEINSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION.5.CONCRETE SHALL BE CLASS 3000.6.2" CONDUIT SHALL BE PLACED FROM THE BBS TO THE CONTROLLER CABINET, AND FROM THE BBSTO THE CONTACTOR CABINET.7.LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS.1'-2" VERTICAL 1'-2" HORIZ.REINFORCEMENT BAR DIAGRAM4 PIECESPLAN VIEW6"24"18"WIDTH +1"CONTROLLERCABINETWIDTH +1"DEPTH +2" (TYP) 6"SEE NOTE 4 (TYP)3-#4 REINFORCEMENT BAR(EQUAL SPACING)#4 HOOPS3/8" DIAMETER PLASTICDRAIN (ONE PER CABINET)SEE NOTE 7SEE NOTE 4 (TYP)DEPTH +2"#4 HOOPSFRONT BACK FRONTSIDE2DETAILNO SCALEELECTRICAL TRENCHHMACSTCUTILIZE NATIVE BACKFILL OR CSTCWHERE NATIVE IS UNSUITABLE ANDAS DIRECTED BY THE ENGINEERCOMPACTED GRAVEL BACKFILLFOR PIPE ZONE BEDDING, PERWSDOT STD SPEC 9-03.12(3)ILLUMINATION AND SIGNALCONDUIT(S) PER PLANSEXISTING SUBGRADE24" MIN3"3"2"2"12" MINROADWAY AREASSIDEWALK AREASNOTES:1.EXISTING MATERIAL DISTURBED UNDER THE CONDUIT SHALL BE REPLACED WITHBEDDING MATERIAL AND COMPACTED TO 95% MAX DENSITY.2.BACKFILL MATERIAL SHALL BE INSTALLED IN AN APPROVED MANNER TO ENSURE NODAMAGES TO THE CONDUIT.3.IF NATIVE MATERIAL IS DETERMINED UNSATISFACTORY BY THE ENGINEER, USECRUSHED SURFACING TOP COURSE, PER WSDOT STD SPEC 9-03.9(3).4.SEE RS SHEETS FOR ROADWAY AND SIDEWALK REPAIR DEPTHS AND MATERIALS.FRONTBACKBACKFRONTRELOCATED TYPE "STRETCH M" TS2,TYPE 1 TRAFFIC CONTROLLER CABINETRELOCATED ELECTRICAL SERVICECABINET AND BACKUP POWER SUPPLYCABINET (MOUNTED ON BACK OFELECTRICAL SERVICE CABINET)1DETAILNO SCALECOMBINATION TRAFFIC CONTROLLER/BBS/ELECTRICAL SERVICE CABINETS FOUNDATION6"FOUNDATION SUBSTITUTES ASPEDESTRIAN CURB. CONSTRUCT TOMATCH RADIUS AT BACK OF RAMP.FRONTBACKSERVICE/BBSELECTRICAL DETAILSSHEET 8 OF 1012" MIN12" MIN36" MINFIBER OPTICCONDUIT(S) PER PLANSCSDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS E976APMAPMNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-IL-E9.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021EXISTING GRADE VARIESTOP OF FOUNDATION SHAFTSEE TABLE 2 FOR ELEVATIONBOTTOM OF FOUNDATION SHAFTSEE TABLE 2 FOR ELEVATION1-DETAIL1"=2'EXISTING GRADE VARIESTOP OF CIRCULAR SECTIONSEE TABLE 1 FOR ELEVATIONBOTTOM OF SHAFTSEE TABLE 2 FOR ELEVATIONTOP OF RECTANGULAR SECTIONSEE TABLE 1 FOR ELEVATION39.5' LT FROM LUMINAIRESCHEDULE ON SHEET E11℄ SHAFT4'-0" 7'-0"1'-0"SHAFTDIAMETER 6"6"38" PREMOLDEDJOINT FILLERRECTANGULARSECTIONCIRCULARSECTIONBEYONDPLAN℄ SHAFTEXISTING GRADE VARIESTOP OF SHAFTSEE TABLE 2 FOR ELEVATIONBOTTOM OF SHAFTSEE TABLE 2 FOR ELEVATIONFINISHED GRADEVARIESHEIGHT VARIESSEE TABLE 1 OPTIONALCONSTRUCTIONJOINTBOTTOM OF SHAFTSEE TABLE 2 FOR ELEVATION℄ SHAFTEXISTING GRADE VARIES1'-0"MAX3'-0"7'-0"LUMINAIRE CONCRETE PADPER CITY OF RENTONSTANDARD PLAN 120.TOP OF SHAFTSEE TABLE 2 FOR ELEVATIONPLANPLANPLANTABLE 1. HEIGHT OF RECTANGULAR SECTIONSNOTES:1.SEE LUMINAIRE SCHEDULE, SHEET E11 FOR LIGHT POLE STATION AND OFFSET.2.BOTTOM OF SHAFT ELEVATIONS ARE BASED ON A 5' MIN. LENGTH. SEE SHEET E11.3.FOR LIGHT POLE FOUNDATION AND LIGHT POLE BASE CONNECTION DETAILS, SEE CITYOF RENTON STANDARD PLAN 117.1, DATED 5/19/15 (NOT CURRENT VERSION-SEEDETAIL SHEET IN APPENDIX IN SPECIAL PROVISIONS)..WALLSEE WD1SIDEWALKSIDEWALKSIDEWALKSIDEWALKSOIL OR LANDSCAPING FEATURESEE LS SHEETSWIDTHVARIESSOIL OR LANDSCAPING FEATURESEE LS SHEETSWALLSEE WD1LIGHT POLE FOUNDATION & SIDEWALK DETAILSSHEET 9 OF 102-DETAIL1"=2'3-DETAIL1"=2'4-DETAIL1"=2'SOIL OR LANDSCAPING FEATURESEE LS SHEETSSOIL OR LANDSCAPINGFEATURE SEE LS SHEETS5'-0" MIN.CSJUNCTIONBOXTABLE 2. FOUNDATION SHAFT ELEVATION AND SIDEWALK COORDINATION4'-0" MIN (SEE PLANS)4'-0" MIN (SEE PLANS)4'-0" MIN (SEE PLANS)1LIGHT STANDARD REMOVAL AND RELOCATION MEK 3/15/2022122FWD 29 - SHORTEN EIGHT STREET LIGHT POLES TLS 9/30/20225' PER RS333' LT TOBACK OFCURB38'LT TO FACE OFFOUNDATION2DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS08/31/2023 LUMINAIRE SCHEDULEPOLE #SERVICECIRCUITSTATIONOFFSET POLE AND FIXTUREPOLE IDNUMBERL01SC122LTG1892+41.039.5' RTLED ROAD/120W/TYPE 3L02SC122LTG1893+61.140.5' RTLED ROAD/120W/TYPE 3L03SC122LTG1894+61.641.0' RTLED ROAD/120W/TYPE 3L04SC122LTG1896+02.439.5' RTLED ROAD/120W/TYPE 3L05SC122LTG1897+23.739.5' RTLED ROAD/120W/TYPE 3L06SC122LTG1900+44.839.8' RTLED ROAD/120W/TYPE 3L07SC122LTG1901+90.339.5' RTLED ROAD/120W/TYPE 3L08SC122LTG1903+27.639.5' RTLED ROAD/120W/TYPE 3L09SC354EX904+16.240.1' LTLED ROAD/120W/TYPE 3L10SC122LTG1904+91.439.5' RTLED ROAD/120W/TYPE 3L11SC354EX905+66.639.5' LTLED ROAD/120W/TYPE 3L12SC122LTG1899+55.039.5' RTLED ROAD/120W/TYPE 3L13SC066B913+46.739.5' RTLED ROAD/120W/TYPE 3L14SC066B914+66.739.5' RTLED ROAD/120W/TYPE 3L15SC066B915+86.939.5' RTLED ROAD/120W/TYPE 3L16SC066B917+06.839.5' RTLED ROAD/120W/TYPE 3L17SC066B918+25.939.5' RTLED ROAD/120W/TYPE 3L18SC066B919+43.135.7' RTLED ROAD/120W/TYPE 3L19SC066B920+81.339.5' LTLED ROAD/120W/TYPE 3L20SC066B921+74.939.5' LTLED ROAD/120W/TYPE 3L21SC066B922+79.839.5' LTLED ROAD/120W/TYPE 3L22SC066B924+00.139.5' LTLED ROAD/120W/TYPE 3L23SC066B925+17.139.5' LTLED ROAD/120W/TYPE 3L24SC066B926+21.239.5' LTLED ROAD/120W/TYPE 3L25SC066B927+21.739.9' LTLED ROAD/120W/TYPE 3LUMINAIRE SCHEDULE NOTES:1.ALL POLES/LUMINAIRES SHALL BE ARTERIAL STREET DECORATIVE LUMINAIRE POLES, INCLUDING; POLE, ARM, FIXTURE,BASE PLATE AND ANCHOR BOLT DETAILS PER CITY OF RENTON STANDARD PLAN 117.1, DATED 5/19/15 (NOT CURRENTVERSION-SEE DETAIL SHEET IN APPENDIX IN SPECIAL PROVISIONS). PEDESTRIAN LUMINAIRE AT 14' MOUNTING HEIGHTIS NOT REQUIRED. ARM LENGTH SHALL BE 10 FT AND MOUNTING HEIGHT SHALL BE 35 FT. FOUNDATION DEPTH SHALL BE5.0 FT.2.LUMINAIRE ARM AND MOUNTING BRACKET DETAILS PER CITY OF RENTON STANDARD PLAN 117.3.3.ALL POLE ARMS SHALL BE ORIENTED PERPENDICULAR TO THE FLOW LINE OF THE ADJACENT CURB.4.SEE TABLES 1 AND 2, SHEET E10 FOR FOUNDATION INFORMATION.5.OFFSET SHOWN IS TO CENTER OF POLE.XXNUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-IL.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021E1077MEKMEKWIRE AND LUMINAIRE SCHEDULESSHEET 10 OF 10WIRE SCHEDULERUN NO.CONDUITTYPEVEH.HEADPED.HEADPPBEVPILLUMINATIONFLASHINGBEACONFIBERSERVICEPOWERSIGNALPOWERSPARENOTES5C5C2C/S3C/SSVC SC354SVC SC122SVC SC06672SMFOEX CIRCUITCIRCUIT LTG1CIRCUIT ACIRCUIT B02"112"2 X #822"2 X #832"2 X #842"2 X #852"2 X #82 X #86EX 2"2 X #87EX 3"1INCL. EX 24CT & 36CT SMFO8EX 2"2 X #89EX 2"1(1)102"111EX 4"1INCL. EX 24CT & 36CT SMFO12EX 2"213EX 2"1114EX 2"211152"222162"21173"422118EX 3"3 X #2(4)192"2 X #820EX 2"121EX 2"2 X #8222"1123EX 2"1INCL. EX 24CT & 36CT SMFO242"2 X #82 X #8252"2 X #82 X #82 X #8xWIRE SCHEDULE NOTES:(1)EXISTING CONDUIT MAY CONTAIN WIRES TO REMAIN. SIZES AND QUANTITIES UNKNOWN.(2)ALL CONDUIT CONTAINING WIRE SHALL INCLUDE A #8 GROUND WIRE NOT SHOWN IN THE SCHEDULE.(3)ALL CONDUIT SHALL BE SCHEDULE 40 PVC APART FROM STREET CROSSINGS, WHICH SHALL BE SCHEDULE 80 PVC.(4)COORDINATE POWER CONNECTION TO SERVICE WITH PUGET SOUND ENERGY.CSLIGHT STANDARD REMOVAL AND RELOCATION MEK 3/15/202203/15/202211DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 897+00898+00899+00900+00901+00902+00892+00893+00894+00895+00896+00897+00NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-LS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021MATCH LINE STA 897+00 SEE ABOVE MATCH LINE STA 902+50 SEE SHEET LS2 PLANSCALE IN FEET02040PLANSCALE IN FEET02040DUVALL AVENUE NENE 9TH ST DUVALL AVENUE NELS178DCSDSBPLANTING PLANBEGIN PROJECT TO STA 902+50SHEET 1 OF 9MATCH LINE STA 8 9 7 + 0 0 S E E B E L O W NE 8TH STNE 7TH PL NOTES:1.ALL WORK SHALL BE PERFORMED TOTHE SATISFACTION OF THEOWNER'S REPRESENTATIVE/OWNER.2.NO PLANT MATERIALSUBSTITUTIONS SHALL BEPERMITTED WITHOUT PRIORAPPROVAL. SEE SHEET LS6 FORPLANT SCHEDULE, DETAILS, &GENERAL NOTES.3.LANDSCAPE BEDS SHALL RECEIVE 12"DEPTH TOPSOIL. ALL HYDROSEEDAREAS (PROPOSED AND INCIDENTAL)SHALL RECEIVE 2" DEPTH TOPSOIL.4.HYDROSEED SHALL BE SMOOTHBLENDED INTO ADJACENT EXISTINGLANDSCAPELEGEND:MEDITERRANEAN HEATHSTARLIGHT DOGWOODABBOTSWOOD POTENTILLASTELLA D'ORO DAYLILYKELSEY REDTWIG DOGWOODSYNTHETIC TURFHYDROSEED LAWN - 2"DEPTH APPROVED TOPSOILSTAR MAGNOLIAMT. VERNON LAURELVARIEGATED MAIDEN GRASSEXISTING TREES TO REMAINPLANT LEGEND:FILTERRA SYSTEM(REF. SD SHEETS)CONTRACTOR TO MATCHPLANT SPECIES IN THIS AREAAND RESTORE ALL AREASDISTURBED BY CONSTRUCTIONTO EXISTING CONDITIONS11RFI 26 - REVISE HATCH TLS 10/22DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 903+00904+00905+00906+00907+00908+00908+00909+00910+00911+00912+00913+00NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-LS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021MATCH LINE STA 908+00 SEE BELOW MATCH LINE STA 908+00 SEE ABOVE MATCH LINE STA 913+00 SEE SHEET LS2 PLANSCALE IN FEET02040PLANSCALE IN FEET02040DUVALL AVENUE NENE 10TH ST DUVALL AVENUE NELS279MATCH LINE STA 902+50 PLANTING PLANSTA 902+50 TO STA 913+00SHEET 2 OF 9NOTES:1.ALL WORK SHALL BE PERFORMED TOTHE SATISFACTION OF THEOWNER'S REPRESENTATIVE/OWNER.2.NO PLANT MATERIALSUBSTITUTIONS SHALL BEPERMITTED WITHOUT PRIORAPPROVAL. SEE SHEET LS6 FORPLANT SCHEDULE, DETAILS, &GENERAL NOTES.3.LANDSCAPE BEDS SHALL RECEIVE 12"DEPTH TOPSOIL. ALL HYDROSEEDAREAS (PROPOSED AND INCIDENTAL)SHALL RECEIVE 2" DEPTH TOPSOIL.4.HYDROSEED SHALL BE SMOOTHBLENDED INTO ADJACENT EXISTINGLANDSCAPELEGEND:MEDITERRANEAN HEATHSTARLIGHT DOGWOODABBOTSWOOD POTENTILLASTELLA D'ORO DAYLILYKELSEY REDTWIG DOGWOODSYNTHETIC TURFHYDROSEED LAWN - 2"DEPTH APPROVED TOPSOILSTAR MAGNOLIAMT. VERNON LAURELVARIEGATED MAIDEN GRASSEXISTING TREES TO REMAINPLANT LEGEND:FILTERRA SYSTEM(REF. SD SHEETS)CONTRACTOR TO MATCHPLANT SPECIES IN THIS AREAAND RESTORE ALL AREASDISTURBED BY CONSTRUCTIONTO EXISTING CONDITIONSDCSDSB1RFI 26 - REVISE HATCH TLS 10/22DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS1 913+00914+00915+00916+00917+00918+00918+00919+00920+00921+00922+00923+00NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-LS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021MATCH LINE STA 918+00, SEE BELOW MATCH LINE STA 918+00, SEE ABOVE MATCH LINE STA 923+00, SEE SHEET LS4 MATCH LINE STA 913+00, SEE SHEET LS2 PLANSCALE IN FEET02040PLANSCALE IN FEET02040NE 12TH ST DUVALL AVENUE NEDUVALL AVENUE NELS380PLANTING PLANSTA 913+00 TO STA 923+00SHEET 3 OF 9NOTES:1.ALL WORK SHALL BE PERFORMED TOTHE SATISFACTION OF THEOWNER'S REPRESENTATIVE/OWNER.2.NO PLANT MATERIALSUBSTITUTIONS SHALL BEPERMITTED WITHOUT PRIORAPPROVAL. SEE SHEET LS6 FORPLANT SCHEDULE, DETAILS, &GENERAL NOTES.3.LANDSCAPE BEDS SHALL RECEIVE 12"DEPTH TOPSOIL. ALL HYDROSEEDAREAS (PROPOSED AND INCIDENTAL)SHALL RECEIVE 2" DEPTH TOPSOIL.4.HYDROSEED SHALL BE SMOOTHBLENDED INTO ADJACENT EXISTINGLANDSCAPELEGEND:MEDITERRANEAN HEATHSTARLIGHT DOGWOODABBOTSWOOD POTENTILLASTELLA D'ORO DAYLILYKELSEY REDTWIG DOGWOODSYNTHETIC TURFHYDROSEED LAWN - 2"DEPTH APPROVED TOPSOILSTAR MAGNOLIAMT. VERNON LAURELVARIEGATED MAIDEN GRASSEXISTING TREES TO REMAINPLANT LEGEND:FILTERRA SYSTEM(REF. SD SHEETS)CONTRACTOR TO MATCHPLANT SPECIES IN THIS AREAAND RESTORE ALL AREASDISTURBED BY CONSTRUCTIONTO EXISTING CONDITIONSDCSDSB11BACK OF SIDEWALK RESTORATION & LEGEND DSB 07/08/22 07/11/20222RFI 26 - REVISE HATCH TLS 10/22DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS2 923+00924+00925+00926+00927+00928+0051+0052+00NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-LS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021DCSDSBMATCH LINE STA 923+00, SEE SHEET LS3 PLANSCALE IN FEET02040DUVALL AVENUE NEDUVALL AVENUE NESCHEDULE C PLANSCALE IN FEET01020LS481PLANTING PLANSTA 923+00 TO END AND BEGIN TO STA 52+60SHEET 4 OF 9NOTES:1.ALL WORK SHALL BE PERFORMED TOTHE SATISFACTION OF THEOWNER'S REPRESENTATIVE/OWNER.2.NO PLANT MATERIALSUBSTITUTIONS SHALL BEPERMITTED WITHOUT PRIORAPPROVAL. SEE SHEET LS6 FORPLANT SCHEDULE, DETAILS, &GENERAL NOTES.3.LANDSCAPE BEDS SHALL RECEIVE 12"DEPTH TOPSOIL. ALL HYDROSEEDAREAS (PROPOSED AND INCIDENTAL)SHALL RECEIVE 2" DEPTH TOPSOIL.4.HYDROSEED SHALL BE SMOOTHBLENDED INTO ADJACENT EXISTINGLANDSCAPELEGEND:MEDITERRANEAN HEATHSTARLIGHT DOGWOODABBOTSWOOD POTENTILLASTELLA D'ORO DAYLILYKELSEY REDTWIG DOGWOODSYNTHETIC TURFHYDROSEED LAWN - 2"DEPTH APPROVED TOPSOILSTAR MAGNOLIAMT. VERNON LAURELVARIEGATED MAIDEN GRASSEXISTING TREES TO REMAINPLANT LEGEND:FILTERRA SYSTEM(REF. SD SHEETS)DCSDSB1SEE RESTORATION AREA INREVISED PLANT MATERIAL LIST ONLS8. PLANT GROUPINGS OF 5-7 OFEACH PLANT SPECIES DISPERSEDEVENLY THROUGH AREA1BACK OF SIDEWALK RESTORATION & LEGEND DSB 07/08/221 07/20/2022PERSIAN PARROTIA22BACK OF SIDEWALK RESTORATION & LEGEND DSB 07/20/223RFI 26 - REVISE HATCH TLS 10/22DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS3 897+00898+00899+00900+00901+00902+00892+00893+00894+00895+00896+00897+00NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-LS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/202182DCSDSBMATCH LINE STA 908+00 SEE ABOVE MATCH LINE STA 902+50 SEE SHEET LS2 PLANSCALE IN FEET02040PLANSCALE IN FEET02040DUVALL AVENUE NENE 9TH ST DUVALL AVENUE NELS582IRRIGATION PLANSTA 891+50 TO STA 902+50SHEET 5 OF 9MATCH LINE STA 8 9 7 + 0 0 S E E B E L O W NE 8TH ST 1.REFER TO IR2B FOR CONSTRUCTION NOTES,DETAILS, AND IRRIGATION EQUIPMENT LISTS.REFER TO SEPARATE WRITTENSPECIFICATIONS FOR DETAILED IRRIGATIONSYSTEM INFORMATION.2.PLAN IS DIAGRAMMATIC. VARIATION INHEAD LOCATIONS ON PLANS IS FOR THE SAKEOF GRAPHIC CLARITY. LOCATION OFIRRIGATION MAINLINE, LATERALS &SLEEVING ARE SCHEMATIC ONLY AND SHALLOCCUR IN PLANTING AREAS.3.CONTRACTOR SHALL MAKE FIELDADJUSTMENTS AS NEEDED TO OBTAIN FULLCOVERAGE. DESIGNER RESERVES THE RIGHTTO MAKE NOZZLE CHANGES AS NEEDED ATNO ADDITIONAL COST. ADJUST HEADPOSITIONS AND ADD OR DELETE HEADS ASNECESSARY DEPENDING ON ACTUAL FIELDCONDITIONS. CONTRACTOR SHALL VERIFYDESIGN PRESSURES AND NOTIFY ENGINEEROF ANY DISCREPANCIES PRIOR TOBEGINNING WORK.IRRIGATION LATERAL LINE -VARIESPROPOSED IRRIGATIONMAINLINE - 112" DIA.IRRIGATION SLEEVE - 6" DIA.ZONE VALVEMANUAL DRAIN VALVESHEET NOTES:LEGENDIRRIGATION NOZZLE LEGEND1806 - VAN1806 - 12HP.O.C. @ PROPOSED 1" IRRIGATION METER - FIELD VERIFY LOCATION.STATIC PRESSURE = 70 PSI. CONTRACTOR TO VERIFY PRESSURE PRIOR TOCOMMENCING CONSTRUCTION. LOCATE METER IN MEDIAN BACK OFCURBPLAN IS DIAGRAMMATIC - LOCATE PIPING& EQUIPMENT IN ADJACENT MEDIAN BACKOF CURBDCSDSBPLAN IS DIAGRAMMATIC - LOCATE PIPING& EQUIPMENT IN ADJACENT MEDIAN BACKOF CURBDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 908+00909+00910+00911+00912+00913+00903+00904+00905+00NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-LS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/202183DCSDSBMATCH LINE STA 913+00 SEE SHEET LS7PLANSCALE IN FEET02040DUVALL AVENUE NE1.REFER TO IR2B FOR CONSTRUCTION NOTES, DETAILS, ANDIRRIGATION EQUIPMENT LISTS. REFER TO SEPARATEWRITTEN SPECIFICATIONS FOR DETAILED IRRIGATIONSYSTEM INFORMATION.2.PLAN IS DIAGRAMMATIC. VARIATION IN HEAD LOCATIONSON PLANS IS FOR THE SAKE OF GRAPHIC CLARITY.LOCATION OF IRRIGATION MAINLINE, LATERALS &SLEEVING ARE SCHEMATIC ONLY AND SHALL OCCUR INPLANTING AREAS.3.CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS ASNEEDED TO OBTAIN FULL COVERAGE. DESIGNERRESERVES THE RIGHT TO MAKE NOZZLE CHANGES ASNEEDED AT NO ADDITIONAL COST. ADJUST HEADPOSITIONS AND ADD OR DELETE HEADS AS NECESSARYDEPENDING ON ACTUAL FIELD CONDITIONS.CONTRACTOR SHALL VERIFY DESIGN PRESSURES ANDNOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TOBEGINNING WORK.IRRIGATION LATERAL LINE - VARIESPROPOSED IRRIGATION MAINLINE - 112" DIA.IRRIGATION SLEEVE - 6" DIA.ZONE VALVEMANUAL DRAIN VALVESHEET NOTES:LEGENDIRRIGATION NOZZLE LEGENDP.O.C. @ PROPOSED 1" IRRIGATION METER - FIELD VERIFY LOCATION.STATIC PRESSURE = 70 PSI. CONTRACTOR TO VERIFY PRESSURE PRIOR TOCOMMENCING CONSTRUCTION.LOCATE METER IN PLANTER BED.1806 - VANPLAN IS DIAGRAMMATIC - LOCATEIRRIGATION PIPING & EQUIPMENT INADJACENT MEDIAN BACK OF CURB1806 - 12HLS683IRRIGATION PLANSTA 902+50 TO 904+00 AND 908+50 TO 913+00SHEET 6 OF 9DCSDSBMATCH LINE STA 902+50 SEE SHEET LS5 PLANSCALE IN FEET02040DUVALL AVENUE NEP.O.C. @ PROPOSED 1" IRRIGATION METER - FIELD VERIFY LOCATION.STATIC PRESSURE = 70 PSI. CONTRACTOR TO VERIFY PRESSURE PRIOR TOCOMMENCING CONSTRUCTION. LOCATE METER IN PLANTER BED.PLAN IS DIAGRAMMATIC - LOCATEIRRIGATION PIPING & EQUIPMENTADJACENT MEDIAN BACK OF CURBDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS CB#23913+00914+00915+00916+00917+00918+00919+00NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-LS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/202184DCSDSBLS7IRRIGATION PLANSTA 913+00 TO ENDSHEET 7 OF 9MATCH LINE STA 913+00, SEE SHEET LS6 PLANSCALE IN FEET02040DUVALL AVENUE NEPLAN IS DIAGRAMMATIC - LOCATEIRRIGATION PIPING & EQUIPMENT INADJACENT MEDIAN BACK OF CURBMATCH LINE STA 923+00, SEE BELOWDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-LS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/202185DCSDSBTREE PLANTING AND STAKING DETAIL(CONTAINER/B & B)SHRUB PLANTING DETAILPLANT SPACING DETAILGENERAL LANDSCAPE NOTESSIZE & SPACINGCOMMON NAMEQTY.BOTANICAL NAMEPLANT MATERIAL LIST'MT. VERNON' LAUREL1555PRUNUS LAUROCERASUS 'MT. VERNON'1 GAL. CONT. @ 12" O.C.'KELSEY' REDTWIG DOGWOOD884CORNUS SERICEA 'KELSEYII'1 GAL. CONT. @ 2' O.C.'STARLIGHT' DOGWOOD44CORNUS NUTTALLI X KOUSA 'STARLIGHT'2" CAL., 12-14' MIN. HT., B&B @ 25' O.C.1 GAL. CONT. @ 2' O.C.'STELLA D' ORO' DAYLILY270HEMEROCALLIS 'STELLA D' ORO'1602 GAL. CONT. @ 4' O.C.VARIGATED MAIDEN GRASSMISCANTHUS SINENSIS 'DIXIELAND''ABBOTSWOOD' POTENTILLA29POTENTILLA FRUITICOSA 'ABBOTSWOOD'3 GAL. CONT. @ 2' O.C.1. REFER TO THIS SHEET FOR PLANT INSTALLATION DETAILS.2. CONTRACTOR IS REQUIRED TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION.3. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE-OUT.4. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS. DAMAGE TO THE EXISTING IMPROVEMENTS BY THECONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THESOLE SATISFACTION OF THE CONSTRUCTION OBSERVER AND AT NO COST TO THE OWNER.5. INSTALL 12" DEPTH IMPORT TOPSOIL TYPE A IN ALL PLANTER STRIPS AND MEDIANS. CONTRACTOR SHALL EXCAVATE ALL PLANTEDAREAS TO NATIVE SOIL PRIOR TO TOPSOIL INSTALLATION. THIS EXCAVATION SHALL BE PAID AS "ROADWAY EXCAVATION INCLUDINGHAUL". EXCAVATED VOLUME SHALL BE REPLACED WITH SELECT BORROW COMPACTED TO 80% MAX. DENSITY. SEE CIVIL SHEETS FORPLACEMENT AND GRADING OF SOILS FOR INTERIOR OF MEDIAN.6. PLANT MATERIALS SHALL MEET STANDARDS SET FORTH IN THE LATEST EDITION OF THE AMERICAN ASSOCIATION OF NURSERYMENSTANDARD (ANSI Z60.1) AND WASHINGTON STATE STANDARDS FOR NURSERY STOCK ORDER NO. 1627. ALL PLANT MATERIALS SHALLHAVE SUFFICIENT ROOT DEVELOPMENT TO ASSURE SURVIVAL AND HEALTHY GROWTH. CONTAINER GROWN PLANT MATERIALS AREREQUIRED TO HAVE SUFFICIENT ROOT GROWTH TO HOLD THE SOIL INTACT WHEN REMOVED FROM THE CONTAINER, BUT SHALL NOTBE ROOT BOUND.7. PRIOR TO BARK MULCH PLACEMENT, ALL SHRUB BED AREAS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE. FOLLOW ALLMANUFACTURER'S APPLICATION INSTRUCTIONS. PRE-EMERGENT HERBICIDE SHALL BE ELANCO XL2G OR APPROVED EQUAL.8. BARK MULCH SHALL BE INSTALLED TO DEPTH OF 3 INCHES IN ALL NEW PLANTING AREAS. PRIOR TO MULCH PLACEMENT GRADESHALL BE BROUGHT TO A UNIFORM LINE WITH NO SURFACE IRREGULARITIES. WATERING BERMS AROUND PLANTS SHALL BE HANDCOMPACTED AND OF A SMOOTH AND EVEN GRADE PRIOR TO MULCH PLACEMENT. MULCH SHALL BE WATER-COMPACTED UPONPLACEMENT.9. NO SUBSTITUTIONS SHALL BE CONSIDERED FOR PLANTS OR OTHER MATERIALS DURING THE BIDDING PROCESS.10. CONTRACTOR SHALL WARRANTY SHRUBS AND GROUNDCOVER FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE HAS BEENGRANTED. OWNER SHALL THEN ASSUME ALL RESPONSIBILITIES FOR MAINTAINING ALL PLANTS IN A HEALTHY GROWING CONDITIONFOR THE LIFE OF THIS PROJECT.11.LANDSCAPE MATERIALS & QUANTITIES WILL BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS IF NECESSARY. COORDINATELANDSCAPE CONSTRUCTION AND REVIEWS W/ OWNER'S REPRESENTATIVE.12. CONTRACTOR SHALL HYDROSEED ALL AREAS DISTURBED DURING CONSTRUCTION.11351 GAL. CONT. @ 18" O.C.'MEDITERRANEAN PINK' HEATHERICA X DARLEYENSIS 'MEDITERRANEAN PINK'SYNTHETIC TURF SECTIONGROUNDCOVER PLANTING DETAILLS885LANDSCAPEDETAILSSHEET 8 OF 913MAHONIA AQUIFOLIUMIN #5-GALLON CURRENTLY 30-37 INCHES IN HEIGHTDCSDSBTYPICAL MEDIAN PLANTING11PLANT MATERIAL LIST RESTORATION AREA DSB 07/20/22ALBERTSON'S/STARBUCKS RESTORATION AREACREEPING ST. JOHN'S WORT105HYPERICUM CALYCINUM1 GAL. CONT. @ 48" O.C.LOW OREGON GRAPE12MAHONIA NERVOSA1 GAL. CONT. @ 96" O.C.'MT. VERNON' LAUREL37PRUNUS LAUROCERASUS 'MT. VERNON'1 GAL. CONT. @ 72" O.C.PERSIAN PARROTIA5PARROTIA PERSICA3" CAL., 12-14' MIN. HT., B&B, SINGLE STRAIGHT TRUNK 07/20/202222REVISE QUANTITIES/SPACING OF RESTORATION PLANTINGS DSB8/23/223PLANT SUBSTITUTION FOR FILTERRA UNITS TLS6/15/23DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS3 NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-LS.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/202186DCSDSBMANUAL DRAIN VALVE ASSEMBLYBALL VALVEQUICK COUPLER VALVEELECTRIC CONTROL VALVEPOP-UP SPRINKLER ASSEMBLYPOINT OF CONNECTION SEQUENCING1. REFER TO THIS SHEET FOR IRRIGATION SYSTEM INSTALLATION DETAILS.2. ALL CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS AND WASHINGTON DEPARTMENT OF TRANSPORTATION PROJECT SPECIFICATIONS (2017).3. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER. CONTRACTOR SHALL SUPPLY ENGINEER WITH A PROJECT WORK PLAN PER WSDOT8-02.3(2) FOR APPROVAL PRIOR TO BEGINNING WORK. THE INSTALLATION OF PLANT MATERIAL SHALL NOTE BE ALLOWED UNTIL IRRIGATION LAYOUT & COVERAGETESTS ARE APPROVED BY ENGINEER. ALL CONSTRUCTION CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY UPON RECOGNITION.4. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE-OUT.5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIREDOR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE ENGINEER AND AT NO COST TO THEOWNER.6. ALL PIPING UNDER HARD SURFACES (INCLUDES CONCRETE, ASPHALT, CRUSHED GRAVEL) SHALL BE SLEEVED WITHIN A SCH. 40 PVC CONDUIT EXTENDING 12 INCHESBEYOND HARD SURFACE EDGE AT 24" DEPTH.7. PIPE SIZE SHALL BE THE SAME ON BOTH SIDES OF VALVES.8. LOCATE ALL VALVES WITHIN ONE (1) FOOT OF THE MAINLINE.9. WHERE TWO OR MORE PIPES SHARE THE SAME TRENCH, MAINTAIN A 4" SEPARATION BETWEEN PIPES. DO NOT CROSS PIPES OVER EACH OTHER UNLESS THEY AREAT 90 DEGREES.10. IRRIGATION SITE PLAN IS SCHEMATIC. IRRIGATION PLUMBING AND EQUIPMENT SHALL BE INSTALLED IN LAWN OR SHRUB BED AREAS AND WITHIN PROPERTYBOUNDARIES. THE CONTRACTOR SHALL CONSIDER ALL SITE FEATURES IN THE INSTALLATION OF IRRIGATION IMPROVEMENTS. THE CONTRACTOR SHALL BERESPONSIBLE FOR SUPPLYING AND INSTALLING ALL IRRIGATION EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM. FIELD VERIFY ALLEXISTING EQUIPMENT LOCATIONS AND REPORT ANY INCONSISTENCIES TO LANDSCAPE ARCHITECT.12. ALL PVC SOLVENT WELDS WILL BE MADE AS A TWO-STEP PROCESS W/ SEPERATE PRIMER AND GLUE APPLICATIONS. ALL GLUE SHALL BE MANUFACTURED FORIRRIGATION AND CONDUIT ASSEMBLY ONLY. NO "ONE-STEP" GLUE SHALL BE ALLOWED. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO USE. USE.13. CONTRACTOR SHALL VERIFY ALL LOCATIONS AND SIZES OF IRRIGATION SLEEVES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF ANYADDITIONAL SLEEVING OR UPSIZING REQUIRED PRIOR TO CONSTRUCTION.POINT OF CONNECTION ASSEMBLYIRRIGATION IMPROVEMENTS - GENERAL NOTESIrrigation Equipment ListLS986IRRIGATIONDETAILSSHEET 9 OF 9DCSDSBDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-TC.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021TC187DVSCJDTEMPORARY TRAFFIC CONTROLCONSTRUCTION SEQUENCINGSHEET 1 OF 8JLDWORKZONE A, SHEETS TC2 AND TC81.CONTRACTOR TO PROVIDE TRUCK DETOUR PER SHEETTC8 PRIOR TO CONSTRUCTION.2.INSTALL TEMPORARY TRAFFIC SIGNS.3.INSTALL TRAFFIC SAFETY CONES AT NIGHT.4.SAWCUT EXISTING PAVEMENT.5.EXCAVATE ROADWAY IN WORK ZONE.6.INSTALL DRAINAGE AND STRUCTURES.7.TRIM AND COMPACT SUBGRADE.8.PLACE CRUSHED SURFACING TOP COURSE.9.INSTALL CONCRETE SIDEWALK AND CONCRETE CURBAND GUTTERS.10.HMA ROAD AND BIKE LANES.11.REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFICSAFETY CONES.1.INSTALL TEMPORARY TRAFFIC SIGNS.2.INSTALL TRAFFIC SAFETY CONES AT NIGHT.3.SAWCUT EXISTING PAVEMENT.4.EXCAVATE ROADWAY IN WORK ZONE.5.INSTALL DRAINAGE AND STRUCTURES. ABANDON ORREMOVE EXISTING DRAINAGE AND STRUCTURES.6.INSTALL LIGHTING FOUNDATIONS AND UNDERGROUNDCONDUIT AND POWER.7.TRIM AND COMPACT SUBGRADE.8.PLACE CRUSHED SURFACING TOP COURSE.9.INSTALL CONCRETE SIDEWALK AND CONCRETE CURBAND GUTTERS.10.HMA ROAD AND BIKE LANES.11.REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFICSAFETY CONES.1.INSTALL TEMPORARY TRAFFIC SIGNS.2.INSTALL TRAFFIC SAFETY CONES AT NIGHT.3.SAWCUT EXISTING PAVEMENT.4.EXCAVATE ROADWAY IN WORK ZONE.6.INSTALL AND TEST WATERMAIN AND HYDRANTS.ABANDON OR REMOVE EXISTING WATERMAIN ANDHYDRANTS.7.INSTALL DRAINAGE AND STRUCTURES. ABANDON ORREMOVE EXISTING DRAINAGE AND STRUCTURES.8.INSTALL LIGHTING FOUNDATIONS AND UNDERGROUNDCONDUIT.9.CONSTRUCT FORMWORK FOR PROPOSED WALLS.10.INSTALL UNDERGROUND CONDUIT AND POWER UTILITYVAULTS.11.TRIM AND COMPACT SUBGRADE.12.PLACE CRUSHED SURFACING TOP COURSE.13.INSTALL CONCRETE SIDEWALK, WALLS, AND CONCRETECURB AND GUTTERS.14.HMA ROAD AND BIKE LANES.15.REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFICSAFETY CONES.1.INSTALL TEMPORARY TRAFFIC SIGNS.2.INSTALL TRAFFIC SAFETY CONES AT NIGHT.3.SAWCUT EXISTING PAVEMENT.4.EXCAVATE ROADWAY IN WORK ZONE.5.TRIM AND COMPACT SUBGRADE.6.PLACE CRUSHED SURFACING TOP COURSE.7.INSTALL CONCRETE MEDIANS.8.REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFICSAFETY CONES.WORKZONE B, SHEETS TC2WORKZONE C THROUGH E, SHEETS TC3 THROUGH TC5WORKZONE F, SHEETS TC6 THROUGH TC7NOTE TO CONTRACTOR:CONSTRUCTION SEQUENCING DESCRIBED APPLIES TO THE WORZONES OUTLINED INTHIS TEMPORARY TRAFFIC CONTROL SET AND IS NOT REQUIRED TO BE FOLLOWED. ITIS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FINAL WORKZONES, TEMPORARYTRAFFIC CONTROL, AND CONSTRUCTION SEQUENCING PRIOR TO ANYCONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATEWORKZONES, TEMPORARY TRAFFIC CONTROL, AND CONSTRUCTION SEQUENCINGWITH THE CITY PRIOR TO ANY CONSTRUCTION.DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 225' MIN. TAPER350'350'350'350'350'DUVALL AVENUE NESOUTHBOUND DUVALL AVE NE CLOSURE *SCALE IN FEET0240NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-TC.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021TC288DVSCJDNE 4TH ST TEMPORARY TRAFFIC CONTROLWORKZONE A AND BSHEET 2 OF 8JLDWORKZONE AW4-2(L)48"x48"W20-148"x48"R11-248"x30"R9-1124"X12"GENERAL NOTES:1.TRAFFIC CONTROL PLANS PROVIDED ARE FORGUIDANCE PURPOSES. CONTRACTOR MUST SUBMITTEMPORARY TRAFFIC CONTROL PLAN TO CITY OFRENTON FOR REVIEW AND APPROVAL PRIOR TO WORKBEGINNING IN ANY WORK ZONE.2.STANDARD TRAFFIC CONTROL PLANS REFERENCED INTHE DEVELOPMENT OF THE TEMPORARY TRAFFICCONTROL PLANS INCLUDE:2.1.WSDOT STANDARD TRAFFIC CONTROL PLAN TC3:SINGLE-LANE CLOSURE FOR MULT-LANEROADWAYS2.2.WSDOT STANDARD TRAFFIC CONTROL PLAN TC4:DOUBLE-LANE CLOSURE FOR MULTI-LANEROADWAYS2.3.WSDOT STANDARD TRAFFIC CONTROL PLAN TC11:LEFT LANE AND CENTER TURN LANE CLOSURE - 5LANE ROADWAY2.4.MUTCD FIGURE 6H-13: TEMPORARY ROADCLOSURE (TA-13)2.5.MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-22)2.6.MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-23)3.MAINTAIN RESIDENTIAL ACCESS TO PROPERTIESDURING CONSTRUCTION. PLACE RIGHT TURN ONLY,R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THERESPECTIVE WORKZONE.4.MAINTAIN PEDESTRIAN ACCESS DURINGCONSTRUCTION.5.OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET.6.PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NOLESS THAN 48".7.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.8.PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THEDURATION OF THE PROJECT, INCLUDING WHEN HAWKSIGNAL IS NOT OPERATIONAL.9.FOR TRUCK ROUTE DETOUR SEE SHEET TC7.LEGEND:FLAGGING STATIONTEMPORARY SIGN LOCATIONCHANNELIZATION DEVICEWORK ZONETYPE 3 BARRICADEHORIZONTAL RECTANGULAR BLACK ARROWPANEL WITH YELLOW ARROWTRAFFIC FLOW DIRECTIONW20-5R48"x48"G20-248"x24"NE 10TH STDUVALL AVENUE NENE 9TH PL WORKZONE BG20-248"x24"W20-148"x48"W9-248"x48"R3-736"X36"W/BR3-736"X36"W/B24"X12"R9-1124"X12"R9-1124"X12"R9-11W20-136"x36"W20-136"x36"100' 100'DUVALL AVE SOUTHBOUND SINGLE LANE CLOSURESCALE IN FEET04080DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS 100'100'100'NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-TC.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021TC389DVSCJDNE 7TH PL DUVALL AVENUE NENE 8TH ST MATCH LINE, SEE BELOWTEMPORARY TRAFFIC CONTROLWORKZONE CSHEET 3 OF 8JLDWORKZONE CMATCH LINE, SEE ABOVE WORKZONE CNE 10TH STDUVALL AVENUE NENE 9TH PL DUVALL AVE NORTHBOUND SINGLE LANE CLOSURESCALE IN FEET04080W20-148"x48"W9-248"x48"R3-736"X36"W/BR3-736"X36"W/B24"X12"R9-1124"X12"R9-11G20-248"x24"G20-248"x24"24"X12"R9-11W20-7A36"x36"24"X12"R9-1124"X12"R9-11W5-136"x36"W20-148"x48"W20-148"x48"W3-436"x36"GENERAL NOTES:1.TRAFFIC CONTROL PLANS PROVIDED ARE FORGUIDANCE PURPOSES. CONTRACTOR MUST SUBMITTEMPORARY TRAFFIC CONTROL PLAN TO CITY OFRENTON FOR REVIEW AND APPROVAL PRIOR TO WORKBEGINNING IN ANY WORK ZONE.2.STANDARD TRAFFIC CONTROL PLANS REFERENCED INTHE DEVELOPMENT OF THE TEMPORARY TRAFFICCONTROL PLANS INCLUDE:2.1.WSDOT STANDARD TRAFFIC CONTROL PLAN TC3:SINGLE-LANE CLOSURE FOR MULT-LANEROADWAYS2.2.WSDOT STANDARD TRAFFIC CONTROL PLAN TC4:DOUBLE-LANE CLOSURE FOR MULTI-LANEROADWAYS2.3.WSDOT STANDARD TRAFFIC CONTROL PLAN TC11:LEFT LANE AND CENTER TURN LANE CLOSURE - 5LANE ROADWAY2.4.MUTCD FIGURE 6H-13: TEMPORARY ROADCLOSURE (TA-13)2.5.MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-22)2.6.MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-23)3.MAINTAIN RESIDENTIAL ACCESS TO PROPERTIESDURING CONSTRUCTION. PLACE RIGHT TURN ONLY,R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THERESPECTIVE WORKZONE.4.MAINTAIN PEDESTRIAN ACCESS DURINGCONSTRUCTION.5.OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET.6.PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NOLESS THAN 48".7.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.8.PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THEDURATION OF THE PROJECT, INCLUDING WHEN HAWKSIGNAL IS NOT OPERATIONAL.9.FOR TRUCK ROUTE DETOUR SEE SHEET TC7.LEGEND:FLAGGING STATIONTEMPORARY SIGN LOCATIONCHANNELIZATION DEVICEWORK ZONETYPE 3 BARRICADEHORIZONTAL RECTANGULAR BLACK ARROWPANEL WITH YELLOW ARROWTRAFFIC FLOW DIRECTION350'350'100'100'W20-136"x36"70'20'MIN.INTERSECTION CLOSURE LASTING LONGERTHAN 24 HOURS REQUIRES CITY APPROVAL.DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-TC.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021TC490DVSCJDTEMPORARY TRAFFIC CONTROLWORKZONE DSHEET 4 OF 8JLDWORKZONE DNE 10TH STDUVALL AVENUE NEDUVALL AVE NORTHBOUND HALF ROAD CLOSURESCALE IN FEET050100WORKZONE DDUVALL AVENUE NEWORKZONE DDUVALL AVENUE NENE 12TH ST W20-7A36"x36"W20-148"x48"W3-436"x36"R9-1124"X12"R9-1124"X12"100'100'100'350'350'350'225' TAPER450'225' TAPERW4-2(L)48"x48"W20-148"x48"W20-50148"x48"W4-2(R)48"x48"W20-5L48"x48"W20-148"x48"200' TAPER350'350'350'NE SUNSET BOULEVARDG20-248"x24"G20-248"x24"NE 9TH PLW20-148"x48"W/B36"X36"R3-7100'GENERAL NOTES:1.TRAFFIC CONTROL PLANS PROVIDED ARE FORGUIDANCE PURPOSES. CONTRACTOR MUST SUBMITTEMPORARY TRAFFIC CONTROL PLAN TO CITY OFRENTON FOR REVIEW AND APPROVAL PRIOR TO WORKBEGINNING IN ANY WORK ZONE.2.STANDARD TRAFFIC CONTROL PLANS REFERENCED INTHE DEVELOPMENT OF THE TEMPORARY TRAFFICCONTROL PLANS INCLUDE:2.1.WSDOT STANDARD TRAFFIC CONTROL PLAN TC3:SINGLE-LANE CLOSURE FOR MULT-LANEROADWAYS2.2.WSDOT STANDARD TRAFFIC CONTROL PLAN TC4:DOUBLE-LANE CLOSURE FOR MULTI-LANEROADWAYS2.3.WSDOT STANDARD TRAFFIC CONTROL PLAN TC11:LEFT LANE AND CENTER TURN LANE CLOSURE - 5LANE ROADWAY2.4.MUTCD FIGURE 6H-13: TEMPORARY ROADCLOSURE (TA-13)2.5.MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-22)2.6.MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-23)3.MAINTAIN RESIDENTIAL ACCESS TO PROPERTIESDURING CONSTRUCTION. PLACE RIGHT TURN ONLY,R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THERESPECTIVE WORKZONE.4.MAINTAIN PEDESTRIAN ACCESS DURINGCONSTRUCTION.5.OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET.6.PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NOLESS THAN 48".7.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.8.PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THEDURATION OF THE PROJECT, INCLUDING WHEN HAWKSIGNAL IS NOT OPERATIONAL.9.FOR TRUCK ROUTE DETOUR SEE SHEET TC7.LEGEND:FLAGGING STATIONTEMPORARY SIGN LOCATIONCHANNELIZATION DEVICEWORK ZONETYPE 3 BARRICADEHORIZONTAL RECTANGULAR BLACK ARROW PANEL YELLOWARROWTRAFFIC FLOW DIRECTIONW20-148"x48"W20-148"x48"60' 80'W20-7A36"x36"100'MAINTAIN ACCESS TOLEFT-TURN ONLY LANE100'W20-148"x48"100'W20-148"x48"25'DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-TC.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021TC591DVSCJDTEMPORARY TRAFFIC CONTROLWORKZONE ESHEET 5 OF 8JLDWORKZONE ENE 10TH STDUVALL AVENUE NEDUVALL AVE SOUTHBOUND HALF ROAD CLOSURESCALE IN FEET050100WORKZONE EDUVALL AVENUE NENE 12TH ST W20-7A36"x36"W20-148"x48"W3-436"x36"R9-1124"X12"100'100'100'W4-2(L)48"x48"W20-148"x48"MATCH LINE, SEE BELOW MATCH LINE, SEE ABOVE W4-2(R)48"x48"W20-5L48"x48"350'350'350'NE SUNSET BOULEVARDG20-248"x24"G20-248"x24"WORKZONE EDUVALL AVENUE NE350'350'350'225'TAPER200' TAPER TO MAINTAINRIGHT TURN LANE ACCESSW20-148"x48"TEMPORARY WHITE PAVEMENT MARKINGTAPE TYPE WIDE DOTTED LINEW20-5R48"x48"GENERAL NOTES:1.TRAFFIC CONTROL PLANS PROVIDED ARE FORGUIDANCE PURPOSES. CONTRACTOR MUST SUBMITTEMPORARY TRAFFIC CONTROL PLAN TO CITY OFRENTON FOR REVIEW AND APPROVAL PRIOR TO WORKBEGINNING IN ANY WORK ZONE.2.STANDARD TRAFFIC CONTROL PLANS REFERENCED INTHE DEVELOPMENT OF THE TEMPORARY TRAFFICCONTROL PLANS INCLUDE:2.1.WSDOT STANDARD TRAFFIC CONTROL PLAN TC3:SINGLE-LANE CLOSURE FOR MULT-LANEROADWAYS2.2.WSDOT STANDARD TRAFFIC CONTROL PLAN TC4:DOUBLE-LANE CLOSURE FOR MULTI-LANEROADWAYS2.3.WSDOT STANDARD TRAFFIC CONTROL PLAN TC11:LEFT LANE AND CENTER TURN LANE CLOSURE - 5LANE ROADWAY2.4.MUTCD FIGURE 6H-13: TEMPORARY ROADCLOSURE (TA-13)2.5.MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-22)2.6.MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-23)3.MAINTAIN RESIDENTIAL ACCESS TO PROPERTIESDURING CONSTRUCTION. PLACE RIGHT TURN ONLY,R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THERESPECTIVE WORKZONE.4.MAINTAIN PEDESTRIAN ACCESS DURINGCONSTRUCTION.5.OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET.6.PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NOLESS THAN 48".7.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.8.PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THEDURATION OF THE PROJECT, INCLUDING WHEN HAWKSIGNAL IS NOT OPERATIONAL.9.FOR TRUCK ROUTE DETOUR SEE SHEET TC7.LEGEND:FLAGGING STATIONTEMPORARY SIGN LOCATIONCHANNELIZATION DEVICEWORK ZONETYPE 3 BARRICADEHORIZONTAL RECTANGULAR BLACK ARROWPANEL WITH YELLOW ARROWTRAFFIC FLOW DIRECTIONR9-1124"X12"R9-1124"X12"225'TAPERW20-148"x48"W20-148"x48"W20-148"x48"W3-436"x36"W20-7A36"x36"100'100'100'R4-724"X30"PROVIDE TEMPORARY RIGHTTURN ARROW AS NEEDEDW20-148"x48"100'R3-736"X36"W/BW20-148"x48"DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-TC.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021TC692DVSCJDTEMPORARY TRAFFIC CONTROLWORKZONE FSHEET 6 OF 8JLDDUVALL AVE MEDIAN CONSTRUCTION CLOSURESCALE IN FEET04080GENERAL NOTES:1.TRAFFIC CONTROL PLANS PROVIDED ARE FORGUIDANCE PURPOSES. CONTRACTOR MUST SUBMITTEMPORARY TRAFFIC CONTROL PLAN TO CITY OFRENTON FOR REVIEW AND APPROVAL PRIOR TO WORKBEGINNING IN ANY WORK ZONE.2.STANDARD TRAFFIC CONTROL PLANS REFERENCED INTHE DEVELOPMENT OF THE TEMPORARY TRAFFICCONTROL PLANS INCLUDE:2.1.WSDOT STANDARD TRAFFIC CONTROL PLAN TC3:SINGLE-LANE CLOSURE FOR MULT-LANEROADWAYS2.2.WSDOT STANDARD TRAFFIC CONTROL PLAN TC4:DOUBLE-LANE CLOSURE FOR MULTI-LANEROADWAYS2.3.WSDOT STANDARD TRAFFIC CONTROL PLAN TC11:LEFT LANE AND CENTER TURN LANE CLOSURE - 5LANE ROADWAY2.4.MUTCD FIGURE 6H-13: TEMPORARY ROADCLOSURE (TA-13)2.5.MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-22)2.6.MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-23)3.MAINTAIN RESIDENTIAL ACCESS TO PROPERTIESDURING CONSTRUCTION. PLACE RIGHT TURN ONLY,R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THERESPECTIVE WORKZONE.4.MAINTAIN PEDESTRIAN ACCESS DURINGCONSTRUCTION.5.OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET.6.PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NOLESS THAN 48".7.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.8.PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THEDURATION OF THE PROJECT, INCLUDING WHEN HAWKSIGNAL IS NOT OPERATIONAL.9.FOR TRUCK ROUTE DETOUR SEE SHEET TC7.LEGEND:FLAGGING STATIONTEMPORARY SIGN LOCATIONCHANNELIZATION DEVICEWORK ZONETYPE 3 BARRICADEHORIZONTAL RECTANGULAR BLACK ARROWPANEL WITH YELLOW ARROWTRAFFIC FLOW DIRECTIONNE 7TH PL DUVALL AVENUE NENE 8TH ST MATCH LINE, SEE BELOWWORKZONE F350'350'W20-148"x48"W9-248"x48"R3-736"X36"W/BG20-248"x24"MATCH LINE, SEE ABOVE MATCH LINE, SEE SHEET TC6WORKZONE FNE 9TH PL NE 10TH ST DUVALL AVENUE NER3-736"X36"W/BW20-148"x48"DUAL ARROW BOARDW20-148"x48"W20-148"x48"DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-TC.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021TC793DVSTEMPORARY TRAFFIC CONTROLWORKZONE FSHEET 7 OF 8JLDDUVALL AVE MEDIAN CONSTRUCTION CLOSURESCALE IN FEET04080NE 12TH ST W20-148"x48"MATCH LINE, SEE SHEET TC5WORKZONE FMATCH LINE, SEE BELOW MATCH LINE, SEE ABOVE NE SUNSET BOULEVARDG20-248"x24"DUVALL AVENUE NEDUVALL AVENUE NEW/B36"X36"R3-7350'171'W/B36"X36"R3-7W9-248"x48"225' TAPERDUAL ARROW BOARDW20-148"x48"W20-148"x48"GENERAL NOTES:1.TRAFFIC CONTROL PLANS PROVIDED ARE FORGUIDANCE PURPOSES. CONTRACTOR MUST SUBMITTEMPORARY TRAFFIC CONTROL PLAN TO CITY OFRENTON FOR REVIEW AND APPROVAL PRIOR TO WORKBEGINNING IN ANY WORK ZONE.2.STANDARD TRAFFIC CONTROL PLANS REFERENCED INTHE DEVELOPMENT OF THE TEMPORARY TRAFFICCONTROL PLANS INCLUDE:2.1.WSDOT STANDARD TRAFFIC CONTROL PLAN TC3:SINGLE-LANE CLOSURE FOR MULT-LANEROADWAYS2.2.WSDOT STANDARD TRAFFIC CONTROL PLAN TC4:DOUBLE-LANE CLOSURE FOR MULTI-LANEROADWAYS2.3.WSDOT STANDARD TRAFFIC CONTROL PLAN TC11:LEFT LANE AND CENTER TURN LANE CLOSURE - 5LANE ROADWAY2.4.MUTCD FIGURE 6H-13: TEMPORARY ROADCLOSURE (TA-13)2.5.MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-22)2.6.MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ONFAR SIDE OF INTERSECTION (TA-23)3.MAINTAIN RESIDENTIAL ACCESS TO PROPERTIESDURING CONSTRUCTION. PLACE RIGHT TURN ONLY,R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THERESPECTIVE WORKZONE.4.MAINTAIN PEDESTRIAN ACCESS DURINGCONSTRUCTION.5.OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET.6.PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NOLESS THAN 48".7.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.8.PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THEDURATION OF THE PROJECT, INCLUDING WHEN HAWKSIGNAL IS NOT OPERATIONAL.9.FOR TRUCK ROUTE DETOUR SEE SHEET TC7.LEGEND:FLAGGING STATIONTEMPORARY SIGN LOCATIONCHANNELIZATION DEVICEWORK ZONETYPE 3 BARRICADEHORIZONTAL RECTANGULAR BLACK ARROWPANEL WITH YELLOW ARROWTRAFFIC FLOW DIRECTIONDATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS © 2020 Microsoft Corporation © 2020 D igitalGlobe ©CNES (2020) Distribution Airbus DS DUVALL AVE SOUTHBOUND TRUCK DETOUR ROUTESCALE IN FEET05001000NUMBERBYAPP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-TC.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONRECORDDRAWINGS02/22/2021TC894DVSCJDTEMPORARY TRAFFIC CONTROLWORKZONE A TRUCK DETOUR ROUTESHEET 8 OF 8JLDGENERAL NOTES:1.DETOUR PROVIDED FOR GUIDANCE PURPOSES.CONTRACTOR MUST SUBMIT TEMPORARY TRUCKDETOUR ROUTE PLAN TO THE CITY OF RENTON FORREVIEW AND APPROVAL PRIOR TO WORK BEGINNINGIN WORKZONE A.2.CONTRACTOR TO PROVIDE TRUCK ROUTE GUIDANCESIGNAGE ONLY WHILE WORKZONE A PREVENTSACCESS TO RIGHT TURN MOVEMENTS FROMSOUTHBOUND DUVALL AVE NE TO WESTBOUND NE4TH ST.3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.LEGEND:EXISTING DESIGNATED TRUCK ROUTE PER ORDINANCE NO. 5339WORKZONE ATEMPORARY SIGN LOCATIONDETOUR ROUTE TRAFFIC FLOW DIRECTIONWORKZONE ADUVALL AVE NE UNION AVE NE SUNSET B LVD NENE 4TH STM4-430"x15"M4-9(R)30"x24"MONROE AVE NE EDMONDS AVE NESUNSET BLVD NENE 3RD STM4-430"x15"M4-9(R)30"x24"M4-430"x15"M4-9(R)30"x24"M4-430"x15"M4-9(R)30"x24"DATE:CONSTRUCTION RECORDSREVISED TO CONFORM WITHBY:09/10/2023DVS