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HomeMy WebLinkAboutContract PlansProject No.: TED4004100 Contract Provisions — Plans Set Contract No.: CAG-20-065 Award Amount: $ 5,218,171.95 Award Date: July 19, 2021 Duvall Avenue NE Volume 2 of 2 General Bid Information: Builders Exchange of Washington, Inc. (425)258-1303 City Contact: Flora Lee , PE, PTOE (425)430-7303 Consultant Contact: Cindy Clark, PE (253)604-6739 Ap ved for Bid G y of nt� Date! Ap redfo ConsIt ction J'{7��I� v/j/ "City of Ren on Date Vr� DEPARTMENT OF ECOLOGY State of Washington Funded in part by the Washington State Department of Ecology Award To: Reed Trucking & Excavating, Inc. 2207 Inter Avenue, Suite A Puyallup, WA 98372 Prepared by: Public Works Department Transportation Systems Division Renton City Hall—Sth Floor 1055 South Grady Way Renton, Washington 98057 Public Works Department Transportation Division VICINITY MAP NOT TO SCALE CITY OF R E N TO N DWG NO SHT NO. SHEET TITLE GENERAL 1 INS VICINITY MAP AND INDEX D U VA L L AVENUE N E 2 LAI LEGEND, WATER T ERDR INAGEIANDEROSION AND OLNOTETILITYNOTES AND ATIONSSPECIFICATIONS 3 LA2 SURFACE WATERDRAINAGEANDE GENERAL AND WATETESAND SPECIFICATIONS 4 ALI ALIGNMENT PLAN- BEGIN PROJECT TO STA 903+D0 5 AL2 ALIGNMENT PLAN- STA 903+DO TO END PROJECT 6 RSl ROADWAY SECTIONS 7 RS2 ROADWAY SECTIONS BID DOCUMENT SUBMITTAL 9 RS4 ROOADWAAYSECTIONS IVIL 903+00 SECTION 3 & 10, TOWNSHIP 23 N, RANGE 5E. W.W. 10 RW1 RIGHT-OF-WAY PLAN- BEGINPROJECTTO TO STAJECT 11 RW2 RIGHTREPARAYPLAN - ON - BE 103+00 TO ENO PROJECT 12 SPI SITE PREPARATION- BEGINT+00 STA TO894+00 STA9 13 SEE SITE PREPARATION- STA 903+00 TO STA 913+00 14 SEE SITE PREPARATION -STA 913+00 TO STA 923+DO 15 SP4 SITE PREPARATION -STA 923+00 TO STA 923+00 • 16 SDS SITE PREPARATION - STA 923+OOTOENO Adpl17 RDS PLAN AND PROFILE -STA 94+00TOSTA TO STA 52+20 ` 18 RD2 PLAN AND PROFILE -STA 891+50 TO STA 894+00 MOMT 19 RD3 PLAN AND PROFILE-STA 898+50 TO STA 898+00 20 RD4 PLAN AND PROFILE - STA 898+50 TO STA 903+00 DEPARTMENT OF 21 RDS PLAN AND PROFILE -STA 903+00 TO STA 908+00 22 RD6 PLAN AND PROF ILE- STA 908+00TO9STA 18+00+00 ECOLOGY I.r 23 ROB PLAN AND PROFILE-STA 913+00 TO STA 90 State of Washington 24 ROB PLAN AND PROFILE- STA 918+00 TO STA 923+00 25 ROB PLAN CONSTRUCTION AND TO END 26 RD30 CONSTRUCTION AND ROADWAY DETAILS FUNDED IN PART BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY 27 GR1 PLAN AND GRADING- NE 7TH PL NE CORNER 28 GR2 PLAN AND GRADING- NE8TH STSEAND NECORNERS AND TRANSPORTATION IMPROVEMENT BOARD 29 GR3 PLAN AND GRADING- NE 9TH STSE CORNER 30 GR4 PLAN AND GRADING -NE LOTH STSWANDSE CORNERS 31 GRS PLAN AND GRADING -NE SOTH ST NE CORNER,AND NE 12THSTSECORNERS 32 GEE PLAN AND GRADING -NE I2TH ST NWCORNER i 33 DWI DRIVEWAY PLANS AND PROFILES 34 DW2 DRIVEWAY PLANS AND PROFILES NESUNSETBLVD C 35 DW3 DRIVEWAY PLANS AND PROFILES i 36 DAM DRIVEWAY PLANS AND PROFILES 0 37 WDl WALL DETAILS j I 38 WD2 WALL DETAILS 1 39 WD3 WALL DETAILS 1 40 SDS STORM PLAN AND PROFILE -STA 891+50 TO STA 894+00 41 SD2 STORM PLAN AND PROFILE-STA894+OOTO STA898+50 N 12TH I 42 5D3 STORM PLAN AND PROFILE -STA898+50TO STA 903+00 43 SD4 STORM PLAN AND PROFILE -STA 903+OOTO STA 908+00 p FK I I 44 SD4A STORM PLAN AND PROFILE -STA 903+OOTO STA 908+00 NE P JEC 1 I 45 SD5 STORM PLNANDPROFILE-STA908+OOTOSTA913+00 LOCATION 1 1 46 SD6 STORM PLAN AN D PROFILE-STA 913+00 TO STA 918+pp O 1 47 SD7 STORM PLAN AND PROFILE -STA 918+00 TO STA 923+DO 48 SOB STORM PLAN AND PROFILE - STA 923+00 TO END -CHEDULE NE 10T 5T I 1 49 SD9 STORM PLAN AND PROFILE - BEGIN TO STA 52+60 PROJECT 50 SD10 DRAINAGE DETAILS LOCATION 2 I I 51 SDll OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS y I 52 SD12 OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS W 53 WAl WATER PLAN - BEGIN TO STA 898+50 = INE9 HS 54 WA2 WATER PUN - STA 898+50 TO STA 908+00 55 WA3 WATER PLAN -STA 908+00 TO 918+80 Z I 56 WA4 WATER PLAN -STA 918+80 TO 923+00 > 1 57 WAS WATER PLAN - STA 923+00 TO END < _ _NE 7TH PL 58 WA6 WATER DETAILS 59 CHI CHANNELIZATION&SIGNING -STA 891+50 TO STA 898+50 > 60 CH2 CHANNELIATION&SIGNN-STA98985i 080 TO STA 908+00 CHANNELZATO&SGN-STA+00 TO STA 918+00 j C 62 CH4 CHAN N ELIZATION&SIGNING -STA 918+00 TO END 63 CHS CHAN N ELIZATION&SIGNING - BEGIN TO STA 52+60 NE 6TH 5T 64 PUl POWER UNDERGROUNDING PLAN- NE 7TH PL TO NE 9TH ST i a 65 PU2 POWER UNDERGROUNDING PLAN-STA 916+50 TO STA 921+50 > _ 66 PU3 POWER UNDERGROUNDING NOTES i O 67 PU4 POWER UNDERGROUNDING DETAILS 2 a 68 El ELECTRICAL PLAN BEGIN TO STA 898+50 j 69 E2 ELECTRICAL PLAN STA 898+50 TO STA 909+00 NE 4TH ST I 70 E3 ELECTRICAL PLAN STA 908+00 TO STA 918+DO 71 E4 ELECTRICAL PLAN STA 918+00 TO STA 928+50 PR JE` 72 ES ELECTRICAL PLAN STA 928+00 TO EN D AN D BEGI N TO STA 52+60 73 E6 TRAFFIC SIG NAL PLAN LOCATION 74 E7 SIGNAL POLE DETAILS - NE I2TH ST HAWK 75 E8 ELECTRICAL DETAILS NE3R�-$CHEDULE A, 76 E9 LIGHT POLE FOUNDATION& SIDEWALK DETAILS 78 LSI PLANTING PLAN- BEG IN PROJ905+50 ECTTO 79 LS2 913+05+50 PLANTING PLAN -STA 905+SO TO STA 913+00 80 L53 PLANTING PLAN- STA 913+00 TO STA 923+00 WATER MAIN IMPROVEMENTS 8Z 5 EN 0 AND BE TO STA 52+60 L55 RRIGATION PLAN STA 891+500TO STA 02+50GIN -SCHEDULE 83 ISE IRRIGATION PLAN-STA902+50TO904+00AND908+50TO 913+00 N 84 LS7 IRRIGATION PLAN-STA913+OOTO END UNDERGROUND IMPROVEMENTS 85 LSB LANDSCAPE - DETAILS VICINITY MAP 86 LEE IRRIGATION -DETAILS - -SCHEDULE C TEMPORARY TRAFFIC CONTROL NOT TO SCALE - B] TCl TEMPORARY TRAFFIC CONTROL CONSTRUCTION SEQUENCING 68 TCZ TEMPORARY TRAFFICCONTROL- WORKZONE A AND 89 TC3 TEMPORARY TRAFFICCONTROL- WORKZONEC _ 90 TC4 TEMPORARY TRAFFICCONTROL- WORKZONED 91 TC5 TEMPORARY TRAFFICCONTROL- WORKZONEE 92 TC6 TEMPORARY TRAFFIC CONTROL -WORKZONEF 93 TC7 TEMPORARY TRAFFIC CONTROL - WORKZONEF 94 TC8 TEMPORARY TRAFFIC CONTROL- WORKZON E A TRU C K D ETD U R RD MAR( SURVEYED: IN' DRAWNBY: OD CITY OF RENTON DUVALL AVE NE DRAWINGNO. CONFORMED SET PR No. 1611 77904s OF9IGN BY: UD PUBLIC WORKS DEPARTMENT U ° F _ TRANSPORTATION DIVISION CHECKBY:IMGR: ll0 AP E RCONSTRUCTION VICINITY MAP AND INDEX FED AID NO. ecRe PROCMC ,eeb'"�104 DATE: FES 2021 'IstE� �^ 'F' BP DATE : SHEET NO. 1 OF 94 NIIMPGP RFVISII 1IF%rRIPTI(IN RY APP. OATF lW4L d...�.. FILE: PV2141779045-G.d. mIr^e^m'^ SYMBOLS: GENERAL NOTES LINETYPES: 1. 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 IS EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION REQUIRED FOR SCHEDULING. REFER TO SP I-08.0(1). ® MAIL BOX CURB/PAVEMENT/SIDEWALK 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 AND TREE (CONIFER) MUNICIPAL 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 OF v o -oo FENCE -BOARD APPROVED PLANS SHALL BE KEPT ON SITE AT ALLTIMES DURING CONSTRUCTION. -, -z x- FENCE- CHAIN LINK/ METAL O TREE (DECIDUOUS) 3. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1999(NAVD 88), AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/2991(NAD 83/92)UNLESS OTHERWISE APPROVED BYTHE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. REFER TO SP 1-11. CENTERLINE ua j SIGN 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 ONLY - - - - - RIGHT-OF-WAY -A-111.1 SIGNAL POLE AND 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 TO STREETLIGHT FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THI5 PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL EASEMENT (PERMANENT) �x UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. CONTRACTOR SHALL FIELD Q PEDESTRIAN PUSH BUTTON LOCATE 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 48 - - - - PROPERTY LINE HOURS PRIORTO ANY EXCAVATION TO OBTAIN ON -SITE UTILITY LOCATES. POTHOLING SHOULD BE DONE AT LEASTTEN (10) WORKING DAYS IN ADVANCE OF WORK IN THE AREA. TAKE PRECAUTIONS AND - CONTOUR m GAS VALVE REMEDIAL 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 SHALL INCLUDE PROVIDING TEMPORARY SUPPORT SYSTEMS AND SHORING AROUND UTILITIES DURING EXCAVATION. IF AN EXISTING PRIVATE UTILITY CONFLICTS WITH PROPOSED IMPROVEMENTS, COORDINATE THE - TV - BURIED CABLE TELEVISION o O POWERVAULT RELOCATION 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. Q POWER TRANSFORMER --T-- BURIED TELEPHONE 4. IT RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS AND OTHER REQUIREMENTS BY THE CITY OF RENTON PRIOR TO STARTING CONSTRUCTION. SEE APPROVED PERMITS AND BE THEEQUIREMENTS o UTILITY POLE PERMIT R PERMIT REQUIREMENTS IN THE CONTRACT PROVISIONS. MENTS IN THE GAS r UTILITY POLE ANCHOR 5. PRIOR TO ANY SITE CONSTRUCTION THAT INCLUDES CLEARING OR GRADING, THE SITE CONSTRUCTION LIMITS SHALL BE LOCATED AND IDENTIFIED BYTHE CONTRACTOR'S PROJECT SURVEYOR AND APPROVED BY -F BURIED POWER m TELEPHONE RISER THE CITY. 0 TELEPHONE VAULT S5 SANITARYSEWER 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, AND 6 MONUMENT (SURFACE) SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT so STORM DRAINAGE NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD 90;•, SURVEY CONTROL POINT SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. REFER TO SP I-07.23 AND SP I-10. w W WATER � SAWCUT LINE OOO SANITARY SEWER MANHOLE 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 POLICE I. STORM DRAIN CATCH BASIN DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. REFERTO 5P 1-08.0(2). EDGE OF PAVEMENT >--. STORM DRAIN CULVERT 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 1-30, CONTRACTOR SHALL MAINTAIN A DITCH ®OO © STORM DRAIN MANHOLE MINIMUM OF ONE LANE OPEN IN EACH DIRECTION ATALL TIMES ON ALL ROADSWITHIN THE PROJECT AREA. o4JIC�C4r� ROCK WALL ® FILTERRA 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 IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. REFER TOSS 1-05.6 AND SP 1-05.4(4). -----e-----c- CUT LINE Bl 0 WATER METER 10. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO FULL DEPTH PER SPECIAL PROVISION 2-02.3(4). OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, -----F- F_ FILLLINE O ■ HYDRANT GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUTTO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. to N WATER VALVE --------- BURIED SIGNAL CONDUIT 11. ATEMPORARY 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 FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. REFER TO SP 5-06. OP AERIAL POWER 12. A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ABBREVIATIONS: 13. SEE THE "STANDARD DETAILS" SECTION OF THE PROJECT SPECIFICATION FOR REFERENCED CITY OF RENTON (CDR) STANDARD DETAILS AND REFERENCED WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD DETAILS. AC ASPHALT CONCRETE EOP EDGE OF PAVEMENT PS PEDESTRIAN SIGNAL AP ANGLE POINT EVC END VERTICALCURVE PT POINT OF TANGENCY 14. SEGMENTS OF THE WORK MAY BE PERFORMED UNDER ELECTRICAL OVERHEAD POWER LINES. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN A SAFE MANNER AND IN ACCORDANCE WITH APPROX APPROXIMATELY EX EXISTING PVC POLYVINYL CHLORIDE ANY REQUIREMENTS SET FORTH BYTHE UTILITY OWNER AND APPLICABLE LAWS AND REGULATIONS. EXISTING OVERHEAD LIGHTING ANDTRAFFIC SIGNALS ARE SHOWN AS SYMBOLSTHE ACTUAL EXTENTS OF AVE AVENUE FL FLOWLINE PVI POINT OF VERTICAL INFLECTION THESE FEATURES ARE NOT SHOWN TO SCALE ON DRAWINGS. BOT BOTTOM FMON FOUND MONUMENT RAD RADIUS BOW BACK OF WALK FO FIBER-OPTIC RD ROAD BP BEGIN POINT FT FOOT RELOC RELOCATE WATER UTILITY NOTES AND SPECIFICATIONS: BR BOTTOM OF RAMP G GAS REQ'D REQUIRED BVC BEGIN VERTICAL CURVE GALV GALVANIZED ROW, R/W RIGHT OF WAY 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 SHALL i CENTERLINE GND GROUND R,RT RIGHT CONFORM 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 PER CDF CONTROLLED DENSITY FILL HDPE HIGH DENSITY POLYETHYLENE S SLOPE, SOUTH ANSI/AWWA C305/A21.5-93 STANDARDS. REFER TO SP 9-30.2(6) FOR RESTRAINED JOINT PIPE AND FITTINGS. CUR CLEARANCE HMA HOT MIX ASPHALT SD STORM DRAIN CMP CORRUGATED METAL PIPE HORIZ HORIZONTAL SDMH STORM DRAIN MANHOLE 2. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. CON CONIFEROUS HT HEIGHT SHT SHEET CONC CONCRETE ID INSIDE DIAMETER SS SANITARYSEWER 3. ALL WATER MAINS 10 INCH DIAMETER AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 121NCH DIAMETER AND LARGER SHALL BEATA MINIMUM OF CONN CONNECTION IE INVERT ELEVATION SSMH SANITARY SEWER MANHOLE 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. REFER TO SP 7-09.3. CONST CONSTRUCTION INCL INCLUDING ST STREET CDR CITY OF RENTON K.C. KING COUNTY STA STATION 4. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE COMPLETED UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF CPEP CORRUGATED POLYETHYLENE PIPE L, LT LEFT STD STANDARD FEES HAVE BEEN MADE TO THE CITY OF RENTON. CSBC CRUSHED SURFACING BASE COURSE LD LANDING STL STEEL CSTC CRUSHED SURFACING TOP COURSE MAX MAXIMUM SW SIDEWALK 5. ALL CONNECTIONS TO EXISTING MAINS ARE TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WETTAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM CULV CULVERT ME MAXIMUM EXTENT TBBU TREE BOX BIOFILTRATION UNIT THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITYNOTIFICATIONS. REFER TO SP 7-09.3(19)A. DEC DECIDUOUS MH MANHOLE TCE TEMPORARY CONSTRUCTION EASEMENT DESC DESCRIPTION MIN MINIMUM TEMP TEMPORARY 6. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. DET DETAIL MMA METHYL METHCRYLATE THK THICK DI DUCTILE IRON PIPE MPH MILES PER HOUR TOC TOP OF CURB 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 OR CIA DIAMETER N NORTH, NORTHING TYP TYPICAL APPROVED 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. DWG DRAWING NOM NOMINAL U/G UNDERGROUND THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. REFERTO SP 7-09.3(24)A. DWY DRIVEWAY NST NO STEEPER THAN VC VERTICAL CURVE E EAST, EASTING NU NUMBER VERT VERTICAL 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 AND EA EACH OC ON CENTER W WATER, WEST THE 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 MAIN ECOLOGY WASHINGTON DEPARTMENT OF OD OUTSIDE DIAMETER W/ WITH SHALL 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 SP ECOLOGY OFF OFFSET WD WATER DISTRICT 7-09.3(23). EL, ELEV ELEVATION PAV'T PAVEMENT XMAG SET MAG NAIL EP ENDPOINT PC POINT OF CURVATURE XPK SET PK NAIL 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 IN EQ EQUAL FCC POINT OF COMPOUND CURVATURE XRC SETREBARANDCAP THE 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). ESC EROSION AND SEDIMENT CONTROL PI POINT OF INFLECTION EST ESTIMATED PP POLYPROPYLENE PIPE 20. ALL101NT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS,ETC.) SHALL BE AS MANUFACTURED BYTHE STAR MANUFACTURING COMPANY OFCOLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BYTHE PUBLIC WORKS DEPARTMENT. REFER TO SP 9-30.2(6) FOR RESTRAINED JOINTAND FITTINGS. MAR/ � q gP A R�I�mcB%° ANAL t� SURVEYED: DRAwNBr: u0 DERGNBY: UD aea Br: Im PROI MGR: WC,y"w�� FILE: PU0.5 2141JJ90-G.dwB CONFORMED SET CITY OF RENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION A ROV OR CONSTRUCTION BY DAT� DUVALLAVE NE LEGEND, NOTES, ABBREVIATIONS, GENERAL AND WATER UTILITY NOTES AND SPECIFICATIONS SHEET DRAwINGNo. LA1 PROJECT NO. j1g122ffiES FED AID NO. DATE: E_ B 2021 SHEET NO. 2 OF 96 NUMBER REVISION DESCRIPTION BY APP. DATE SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS: 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED 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 BEAT 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 ASEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL 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 MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING 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 APPROVED PLANS. 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 DIRECTED BY 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, ORIN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 7. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION 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 A UNIFORMLY 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 I, 2, OR 51NSIDE 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 2D4. 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 OUTSIDE PUBLIC 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 RIMS SHALL 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 3:2 SLOPE FROM THE EDGE OF THE DRIVEWAY TO 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 AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 4- 81NCH ROCK / 40 - 70% PASSING; 2.41NCH ROCK / 30 - 40% PASSING; AND LESS THAN 21NCH ROCK / 10 - 20% PASSING. 14. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE 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 LINE OR 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 THE CITY PRIOR TO CONSTRUCTION. 17. ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO 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 AND IN 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 EITHER STOCKPILE 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 OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NOW 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. EROSION CONTROL NOTES: 1. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCFION COMMENCEMENT TO POST -PROJECT CLEANUP 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) SHALL BE 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) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCNON PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY 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, SUCH AS 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 NOT OCCUR FOR THE DURATION OF THE PROJECT. KEEP PUBLIC AND PRIVATE ROADWAYS/ PARKING LOTS, SIDEWALKS, AND TRAILS FREE OF DEBRIS AND SEDIMENTS. PUBLIC STREETS SHALL BE CLEANED 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, OR TO 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 SEDIMENTTO 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 IS COMPLETE 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 ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE 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 UNEXPECTED OR 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 THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING 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 STORMWATER FACILITIES. 9. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY REQUIREMENTS, WASTEWATER FROM CEMENT CONCRETE MASONRY, OR ASPHALT CONCRETE CUTTING, OR POURING OPERATIONS SHALL NOT BE DISCHARGED INTO STORM DRAINAGE SYSTEMS OR SURFACE WATERS. IMPERVIOUS SURFACES CONTAMINATED WITH SEDIMENT FROM GRIT AND CUTTING, PLANING OR PULVERIZING OPERATIONS SHALL BE 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 IST THROUGH APRIL 30TH) OR SEVEN 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 IST 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 AND MAINTENANCE 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 DOWNSLOPE AND 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 BASIN INSERTS 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 BM PS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY 15 TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED 50 THAT THE 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 OW SITE BMPS ( AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 18. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER IST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE 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 SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 19. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROI ECT SITE SHALL BE STABILIZED TO PREVENT SEDI M ENT- LADEN WATER FROM LEAVING TH E PROJECT SITE, ALL ESC BM PS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT 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 IN CITY ROAD RIGHTS OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH 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 OBTAINED STAGING SITE. INSTALL SILT FENCING AROUND ENTIRE STAGING/ STOCKPILE AREAS PER CDR STANDARD PLAN 214. 23. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE 22, NEW STORM DRAINAGE PIPES MAY ONLY BE PLACED INTO SERVICE FOLLOWING TESTING AND ACCEPTANCE BY THE CITY. PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAYBE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,ODO SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TESTIS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS( E.G., PARKING AREAS), TESTING OBSERVATION MAYBE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST, PERMEABLE PAVERS SHALL BE TESTED USING ASTM C3781. �p kIRl4, SURVFWo I CITY OF RENTON DUVALL AVE NE DMWING NO. LA2 AA' pf DRAWN BY: MEK PUBLIC WORKS DEPARTMENT PROIEGTNO. 2141779 q x DESIGN BY: MEK CONFORMED SET TRANSPORTATION DIVISION SURFACE WATER DRAINAGE AND EROSION CONTROL NOTES D AID NO. CHECKBY: AND SPECIFICATIONS PRO] MGR: CMC ;',„„„„� APPR VE CONSTRURION Z./ SHEET 2 OF 2 DDAn:ATE: FEE 2011 a *r n�.nnamn w BY' DA� SHEET NO. 3 OF 94 NUMBER REVISION DESCRIPTION BY APP. 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C2 195.10' 1594.40. 7.00'40" C3 101.24' 1602.50. 3°37'11" DRIVEWAYS LINE ID ALIGNMENTNAME LENGTH LINE/CHORD DIRECTION L15 DWY AT 4TH 70.00' N89°59'00"W L16 PRIVATE DWY 55.00' 589° 59' 08"E L17 CHURCH DWY S 75.00' N89' 59' 15"W L18 CHURCH DWYN 80.00, N89'59'08"W L19 GROCERY BACK DWY 57.50' N88'40'16"W L20 GROCERY DWY5 70.00' N88°40'16"W L21 I GROCERY DWYN 1 69.99' N85°03'05"VJ HORIZONTAL DATUM: HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(91) BASED ON PUBLISHED INFORMATION FROM CITY OF RENTON, POINT DESIGNATIONS 1845 AND 1848. PROJECTION IS WASHINGTON STATE PLANE NORTH ZONE, U.S. SURVEY FEET POINT DESIGNATION 1845 NORTHING: 186170.72 EASTING: 1316637.83 POINT DESIGNATION 1848 NORTHING: 183691.45 EASTING: 1311377.41 VERTICAL DATUM: VERTICAL DATUM IS NAVD88 BASED ON PUBLISHED INFORMATION FROM CITY OF RENTON, POINT DESIGNATION 1848 POINT DESIGNATION 1848 ELEVATION: 411.28 PROJECT CONTROL PT# NORTHING EASTING ELEV DESC 1051 185736.52 1313366.97 429.14 XMAG 1057 187146.35 1313421.82 406.38 XRC 10561184998.33 437.81 FMON 16713 185353.57 11313293.28 1313293.38 436.86 FMON 11284 186145.50 1313235.55 423.42 XPK J093+00 �____1C STA897+29.11 PTSTA 184240+24.21 - - - - - - - - -- - � - N: 184046.14 N: 184240.76 _ _ E: 1313324.37 E: 1313336.30 888+37 889tpp 890+00 L2 891+00 892+00 Cl 884+0� 0 _ 1=95+p0 - - _ - - - - - - - - - - - - - - - -- �__ - -y DUVALL AVENUE NE C-LINE �896+00 L3 - - _ 897+00 ------- ----- _ 89 �I1P � J � r - - - �-- - 84'� C2 eae+oB 900+00 901+00 802+00 f BP STA888+37.14 I I I I - -'/ N: 131356.26 286.2 _-----�� '------------_ E: 1313286.20 I I Z I I I I / PT 183STA 83.00 3fi \ / I I r I N: 1/329800 I E: 1313298.15 I CONSTRUCTION CENTERLINE I � I I I H j I I I Z I � r I I I I I I I I PLAN " SCALE IN FEET o so 100 r lUBVEYED: DUVALL AVE NE DRawwG NO. "" KE CITY OFRENTON Y4 s� ORAWNBY: KMB CONFORMEDSET PRWECTNO. 0 4T7 5 DESIGN BY; DVS PUBLICWNARTMENT TRANSPORTATION DIVISION FED AID NO. CHECK BY: ILO ALIGNMENT PLAN +6aB9n A ROV F RCONSTRUCTION DATE: JE9i921 S PR0I MGR: CIVIC,,,w,,,, / BEGIN PROJECT TO STA 903+00 NUMBER REVISION DESCRIPTION $.lAllHDATE FILE: PU2141779TM5-AL.4wB Tw •v.mnPo' BY DATE?` SHEET 1 OF 2 SHEET NO. 4 OF 94 0 a Z Z J U Q O CO w i5 h w Z J U Q i I I I I� I = o I I z L4 904+00 905+00 906+00 - - - - - - - - - - - - - �\ PISTA906+35.13 / N: 194951.68 E: 1313336.29 I I I I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I IT #10561 I PTg10713 I I I ---1--1----------L-------L-----------i--- 907+00 L6 908+00 909+00 910 C-LI I N E I/ F-- PI STA 906+45.21 PI STA 908+35.21 /� 14:194961.71 N: 185151.71 / I E: 3313335.29 E: 1313335.34 / 1 1 I / 1 911+00 L7 912+00 91Q3�+00 914+00 F DUVALLAVENUE NE PISTA 912+93.50 J N: 185609.99 E: 1313335.95 T r r � I I I I i I I PT#1051 ;CONSTRUCTION CENTERLINE PLAN SCALE IN FEET Z 0 50 100 I I I PT #11284 I I I I I \ CHURCH DWY 5 STA 0+75.00 CHURCH DWY N STA 0+80.00 1 N 186112.72 N 186202.22 I GROCERY BACK DWY STA 0+57.50 \ E 1313261.08 E 13.2,6.1. LE1313280.07 1.63 I GROCERY DWY S STA 0+70.00 GROCERY DWY N STA 0+69.99 N 186669.03I E 1313272.39 N 186967.50 \ E 1313291.49 0 - - PI STA 927+59.65 \ PI STA 919+35.21 to e ----------1-------- J N: 186251.70--�-- + LEmI13 .63 til ro-------- a-_ 3.52E: 1313336.11----s--��00 Ul 916+00 17+00 91 +11 19+00 Lg 920+00 Lio 821+00 $922+00 923+00 r� ' _ _ ~--924+00 C�925+00.+ Lll 928+OpDUVALLAVENUENE 927L1200------- ------ - 113929+00 CLINE STA 916+85.45= a PC STA 924+pb.fi2 ��� • PRIVATE DWY STA 0+00,00 CLINE STA 921+43.89= GLINESTA917+96.21= PISTA919+91.70 N: 186720.96 PT STA 925+05.86 _ N 313336.05 I GROCERY BACK DWY STA 0+00.00 _ CHURCH DWYS STA 0+00.p0 N: 186308.15 E: 1313343.60 N: 186822.03 E 1313338.05 N 188460.30 N 186112.71 I E: 1313334.03 E1313337.56 E: 1313349.15 PRIVATE DWY STA 0+55.00 E1313336.08 CONSTRUCTION PI STA 926+63.97 CLINE STA 923+51.05= N 186001.93 GLINESTA918-W.71= CENTERLINE N: 186979.56 PT#1057 GROCERY DWY 0+00.00 END 9+71.43 E 1313391.05 CHURCH DWY N STA 0+W,00 N 186667 41 GROCERY DWY N STA 045.81= E: 1313362.78 EP STA 929+71.43 J I N 186202.20 I E 1313342.36 GROCERY DWY N NT 86961.47 I N: 187285.62 E 1313336.10 I E 1313361.22 I E: 1313391.79 I I I PLAN I I I SCALE IN FEET Z I 0 so 100 REVISION DESCRIPTION SURVEYED: I I CITY OF RENTON DUVALL AVE NE DRAWNBY KMB DESIGN BY: DVS CHECK BY: 1LD PROD MGR: CMC FILE: PU2141n9 AL.dn 10101117•]Ci1!,1:111&1-11 ALIGNMENT PLAN STA 903+00 TO END PROJECT SHEET 2 OF 2 DRAWING NO. AL2 PROJECTNO. 2 41 in NI FED AID NO. DATE: �F gj92� SHEET NO. 5 OF 94 SIDEWALK BIKE LANE TRAVEL LANE TRAVELLANE TRAVELLANE I SIDEWALK I I 11' MEDIAN 12 12 EX HMA PAVEMENT I I EX HMA PAVEMENT EX HMA PAVEMENT I 13 S"895+08 STA 898+03 13 DUVALL AVE STA 891+94 TO STA 899+53 SECTION m NO SCALE TYP EX C-LINE R/W 43' E VARIES 50TO 5.2' 11' 11' 21' TURN LANE EXISTING BIKE LANE TRAVELLANE TRAVELLANE SIDEWALK — — — — — — — — — — EX HMA PAVEMENT STA 900+43 TO STA 903+26 12 li' MEDIAN 1, 0.5' SIDEWALK BIKE LANE 2" 0.5' 5' BIKE LANE BIKELANE I 4 2 STA 905+36 TO STA 905+66 STA 902+12 TO STA 903+96 DUVALL AVE STA 900+43 TO STA 905+96 SECTION /1 NO SCALE TYP TRAVELLANE 12— --- — EX HMA PAVEMENT TRAVELLANE TRAVELLANE EX R/V 5' 6' 1' BIKE LANE 1 SIDEWALK �IoJ I STA 891+94 TO STA 893+69 EX R/W 5' 6' 1' LA BIKE NE SIDEWALK v 0 STA 9OD+43 TO STA %0+95 STA 901+75 TO STA 903+15 STA 905+15 TO STA 905+96 I NOTES: OCEMENT CONIC TRAFFIC CURB AND GUTTER PER CDR STD. PLAN 101. OCAST -IN -PLACE CEMENTCONC. WALLAS REQUIRED, SEE DETAIL SHEET WD1 AND RD SHEETS FOR LIMITS. O3 CEMENT CONC PEDESTRIAN CURB PER COB STD PLAN 101. O4 HMA, OS CRUSHED SURFACING TOP COURSE. OCOMPACTED SUBGRADE. O7 SEE LANDSCAPE PLANS. O8 PROTECT EXISTING CURB AND GUTTER TO REMAIN. O9 CEMENT CONC. SIDEWALK PER CDR STD. PLAN 102. 10 THICKENED EDGE, SEE DETAIL SHEET RDIO. 11 RECYCLED ASPHALT PAVEMENT. 12 MODIFIED CONCRETE EXTRUDED CURB TYPE 6. SEE DETAIL SHEET RD10. 13 SAWCUT. `K MAR�4, Rri °t SURVEYED: uo CITY OFRENTON DUVALL AVE NE ORAWINGNo. -1 RSl c u� i; oRAwner: DESIGN BY: DVS PUBLIC WORKS DEPARTMENT PROJECT NO. 41�0�65 CONFORMED SET TRANSPORTATION DIVISION FED AID NO. CHECKBY: RD APP pRCONSTRUCTION ROADWAYSECTIONS Qc�PsrefiR,v PROD MGR: CMC """w"�E , SHEET 10F4 DATE: FEB ZD21 mw ffi�� %y��� B 'AYP DAT� SHEEP NO. 6 OF 94 NUMBER REVISION DESCRIPTION BY nPP. DATE KN6 FILE: PU31dI 7SIA5-RS.tlwy I NOTES: CEMENT CONC TRAFFIC CURB AND GUTTER PER CDR STD. E% C-LINE E% 1 PLAN 101. 41 42 R/W O CAST -IN -PLACE CEMENT CONC. WALLAS REQUIRED, SEE EXISTING ROAD VARIES 25' 11' 11' IS' TURN LANE 11' 11' VARIES 25' EXISTING ROAD DETAIL SHEET WD1 AND RD SHEETS FOR LIMITS. BIKE LANE TRAVEL LANE TRAVEL LANE 5.5' 5.5' TRAVEL LANE TRAVEL LANE BIKE LAN O3 CEMENTCONC PEDESTRIAN CURB PER CDR STD PLAN 101. OqI VARIES VARIES HMA. A0-3.2 APPROX O5 CRUSHED SURFACING TOP COURSE. 2.0-3.2% 1.9-2.0% fi COMPARED SUBGRADE. OSEE LANDSCAPE PLANS. STA 906STA 906+18� 8 4 ISTA 906+22 TO STA 906+41 6 O PROTECT EXISTING CURB AND GUTTER TO REMAIN. 2 5 VARIES 5' 5' 3.5' VARIES 5'. BIKE LAN EXISTING O CEMENT LONG SIDEWALK PER CDR STD. PLAN 102. I1 SIDEWALK EXISTING IXISTING BIKELANE 10 THICKENED EDGE, SEE DETAIL SHEET RD30. SIDEWALK RTIFRF 11 RECYCLED ASPHALT PAVEMENT. TURF STRIP --- 12 MODIFIEDCONCRETE EXTRUDED CURB TYPE 6. SEE DETAIL SHEET RD10. MATCH EX 8 \\\ 13 SAWCUT. STA 906+53 TO STA 908+35 MATCH X STA 906+88 TO STA 908+35 1' 0.5' 5' S' 5' VARIES5'TO6.5' 1' SIDEWALK BIKE LANE BIKELANEI 11 SIDEWALK 1 9 1 1V 2 1�1.5% '1 2 N51 1V 2.0% _ NST4N:2 AH'. V 4' 9 MATCH EX DUVALL AVE STA SECTION O STA 908+35 6„ 6 4 5 6 4'n 8 S 4 No SCALE �, STA 906+41 TO STA 906+88 STA 905+96 TO STA 906+00 EX C-LINE EX R/ DUVALL AVE STA 908+35 TO 909+12 SECTION n NO SCALE TYP kAR/ �'�� ""Ar�oi G q 4. % q� 4Rpb suavcreD: DRAwNBr: aD NECK Y: DVS NECK BY: Jm PROJMGR: CMC FILE: PU2141TT9045-M.4w4 CONFORMED SET 1111 ,�"IN° m �m �m CITY OF RENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION APOconsrxurnon B`F DATE Gr 7 2 DUVALL AVE NE ROADWAY SECTIONS SHEET OF DRAWING NO. RS2 PROJECTNO. 1141Tr900.5 FED DATE: NO. DATE.FEB 3021 SHEET NO. 1 Of 9A MBYJ NUMBER REVISION DESCRIPTION DATE 5' 5' 42.5' 4 41.5' EX 5' 11' 11' 11' 11' 11' 7 1 BIKE LANE TRAVELLANE TRAVELLANE MEDIAN 1 TRAVELLANE TRAVELLANE BIKE LANE EXISTING VARIES SIDEWALK 1.5%-2.3% 12 STA 909+12 TO STA 912+94 1 2 2% 3.0% STA 912+94 TO STA 915+80 4" OR 6" DUVALL AVE STA 909+12 TO STA 915+80 SECTION m NO SCALE TYP EX C-LINE 8 MATCH EX"' A 909+12 TO STA 912+941 4�1 510EWALK 9 1`5% N H.1V i 6 4" 1 N6 4H1V 4" S 6 STA 914+27 TO STA 914+43 EX NOTES: OCEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. OCAST -IN -PLACE CEMENT CONC. WALL AS REQUIRED, SEE DETAIL SHEET W D1 AND RD SHEETS FOR LIMITS. OCEMENT CONC PEDESTRIAN CURB PER CDR STD PLAN 101. O4 HMA. OS CRUSHED SURFACING TOP COURSE. OCOMPACTED SUBGRADE. O7 SEE LANDSCAPE PLANS. O9 PROTECT EXISTING CURB AND GUTTER TO REMAIN. O9 CEMENT CONC. SIDEWALK PER CDR STD. PLAN 102. 10 THICKENED EDGE, SEE DETAILSHEET RDIO. IS RECYCLED ASPHALT PAVEMENT. 12 MODIFIED CONCRETE EXTRUDED CURB TYPE 6. SEE DETAIL SHEET RDIO. 13 SAWCUT. a Oi OF RENTON DUVALL AVE NE DRAWING NO. RSJ =- DRAWNEBY: CIDCITY U di i DESIGN BY: DVS PUBLIC WORKS DEPARTMENT PRCUECT NO. 4 77 5 x CONFORMED SET TRANSPORTATION DIVISION FED AID NO, .P4c0°�°1L,°°Y• �°'' CHECK BY: RD PROI MGM CMC A 0 OR CONSTRUCTION ROADWAY SECTIONS SHEET 3 OF 4 DATE: FEB 2021 FF RY DATE � SHEET NO. 8 OF W NUMBER REVISION DESCRIPTION BY APP. DATE ANAL FILE: PU2141779045-MAWS p EX R/W I MATCH EX I 1 STA 919+34 TO STA 919+70 1' S' SIDEWALK I v 4 S 6 STA 919+70 TO STA 921+85 STA 923+06 TO STA 927+59 I 0.5' 5' SIDEWALK I STA 921+85 TO STA 923+06 EX /IV C-LINE 4 EX TRAVELLANE TRAVELLANE TURN LANE TRAVELLANE TRAVELLANE BIKE LANE I I VARIES 5.5' 5.5' APPROX MATCH EX 2 0% 2.0% 8 4 6 STA 919+56 TO STA 919+78 I 2" S 1' 0.5' DUVALL AVE STA 919+34 TO STA 927+59 SECTION /1 NO SCALE TYP 6' EXISTING SIDEWALK 8 MATCH EX I i D-LINE 4. MATCH EX PAVEMENT DUVALL AVE STA 50+83 TO STA 52+26 SECTION n NO SCALE TYP NOTES: OCEMENT CONCTRAFFIC CURB AND GUTTER PER CDR STD. PLAN 101. OCAST -IN -PLACE CEMENTCONC. WALLAS REQUIRED, SEE DETAIL SHEET W Dl AND RD SHEETS FOR LIMITS. OCEMENT CONIC PEDESTRIAN CURB PER CDR STD PLAN 101. 4O HMA. OS CRUSHED SURFACING TOP COURSE. OCOMPACTED SUBGRADE. O7 SEE LANDSCAPE PLANS. O9 PROTECT EXISTING CURB AND GUTTER TO REMAIN. OCEMENT CONIC. SIDEWALK PER CDR STD. PLAN 102. 10 THICKENED EDGE, SEE DETAIL SHEET RDIO. 11 RECYCLED ASPHALT PAVEMENT. 12 MODIFIED CONCRETE EXTRUDED CURB TYPE 6. SEE DETAIL SHEET FOLD. 13 SAWCUT. CITY OF RENTON DUVALL AVE NE DRAWING, RS4 Ac p m n $. WEN BY: OD DESIGN BY: DVS PUBLIC WORKS DEPARTMENT PROTECT NO. j},¢1Pygn5 U % CONFORMED SET TRANSPORTATION DIVISI TRANSPORTATION DIVISION FED AID NO. CNfcI Br: ,Lo ROADWAY SECTIONS jla'P. qro ��p PROI MGR: CMC yy�g.HTO„ APP OV CONSTRUCNON SHEET 40F4 DATE: FE@jg21. Isll^F� �n�+r� Br: DAT� SHEET NO. 9 OF 96 NUMBER REVISION DESCRIPTION DATE NLE: PU2U1T/901SRS.dwg RIGHT-OF-WAY LEGEND: RIGHT-OF-WAY TABLE O I o ad f I m � .mail 12944SE5E 128TH S2898059 HST cl MJelde&Heinz �I STA 52+19.50,70.GVLT aZI W l\ STA 51-80.00, 70.00'LT r I Z STA 52+19.35, 48.4TLT j - - - - - - - - - - - - - - - - - - - - - - - STA 51+80.00, 48AWLT 50+00 51+00 52+00 53+00 54+00 55+00 56+00 3 D-LINE 9 DUVALL AVENUE NE------------------------------ w W I I I PLAN SCALE IN FEET Z o s0 loo — — — — EXISTING RIGHT-OF-WAY PARCEL NO. TAX PARCEL NO. NAME TOTAL AREA • R/W ACQUISHON — — — — EXISTING PROPERTY LINE O 102305-9303 MJELDE & HEINZ 32,670 CONSTRUCTION CENTER LINE O 143765-0120 BUZA SHARON+PETER 19,912 PROPOSED RIGHT-OF-WAY PROPOSED PERMANENT EASEMENT O 143765-0130 WHITE CONNIE 19,145 TEMPORARY PROPOSRRyRM CONSTRUCTION CONSTRED T EMPOREMENT O 143765-0140 ZABLE JOHN 15,326 7� ' PROPOSED LICENSE TO CONSTRUCT .4aT<c_nssn wu11ev°R OV.RT . a meN .. I.. v 1 R 1 I 143765-0230 SIA RAYMOND 183,435 O10 2305-9112 NGUYEN KNOA+KIMANH 14,825 ip 102305-9277 RENTON SCHOOL DISTRICT 120,642 No. 403 ip 102305-9081 PRICKS ROBERT 78,943 14 516970-0095 CHUN RANDALL KING 15,673 275 BEU+EVAT 15 149450-0050 ARGO RENTON, LLC 235,626 L 16 7 516970-0092 KABA INVESTMENTS, LLC 28,385 e TOTAL AREA OBTAINED FROM KING COUNTRY ASSESSOR RECORDS UTILITY EASEMENT T.C.E. LTC REMAINDER 848 32,670 146 19,912 366 29,145 ' 460 15,326 420 15,198 2,730 183,435 20 14,825 1,903 110,642 269 2042 78,843 404 437 1,123 15,398 2,917 4,819 235,626 309 637 28,385 I\ \ PC STA 893+18.64 .0 ixi --------------1--_y__, z \1 W DUVALL AVENUE NE — —1 — L w 888+37 889+00 890+00 891+00 892+00 893+00 894+00 —I i——�—�——--4--1895+00 —— — — — — — — — — — — — — — — — — — — — — v[ W 4 STA 8-97—a29r.-11 0 897+0 o STA 893+74.32, 47.90'RT PTSTA895+14.36 PT STA 899 24 21 O898+0p 899+00 80+00 901+00 902+00 90 + m STA 896+45.31, 41.00'RT LIU _ 33 tr� �� ��a STA 896+45.44, 46.00'RT C-LINE N I l I I l ry 803 DUVALL PONE o/ 143J6O5-0130 O w \a�\a —__— N __���� I I Z ml 98059 ,yam/ 8<19 DUVALL PL NE 143765.0140 l _ I I Buze 9heron+ ,ry 98059 I 815 DUVALL PL NE .mr 143)65-0150 \ Z Peter N� WhRe Connie I Ia6Rle John ry 821 DUVALL PL NE l rnl O = lml 98059 r SYhtttaker 5[ueR♦ w I N u l ,a �I $O"" Im 2 veil STA 900+62.81, 41.01'RT 143765-023D Q STA 894 50.08, 43.60'RT y STA 895+53.17, 41.D0'RT o STA 897+29.33, 41.00'RT I O~1 rnl STA 900+37.81, 46.00'RT sia Raymond STA 894+50.08, 48 61'RT 1� STA 895+53.50, 46.00'RT to STA 897+29,42, 46.00'RT I W �l Z I STA+78.98.41S D-RT RT I I I I STA 894+78.98, 48.00'RT I I I I I 1 I I PLAN SCALE IN FEET Z 0 50 100 ♦P µA B74, su6vEr6D: DUVALL AVE NE DRAWING NO. RW1 �4M1+°FN48Yi Cl DRAWN BY: KMB CITY OF RENTON DRAWINNO. 21417J9045 U m! i o DESIGN BY: �JcDw� PUBLIC ON DIVISIOMENT N ON CHECKER (e.DNFDRMED $ET RIGHT-OF-WAYPLANFEOAIDNO. APPR V R STRURION DATE: �F @2021PROIMGR: BEGIN PROJECT TO STA 903+00 NUMBER REVISION DESCRIPTION BY APP. GATE ALB' e....., FILE: PU2141>)9045-RWdw T-N� — B DA SHEET OF SHEET NO. 10 OF 94 RIGHT-OF-WAY LEGEND: I I I I I N STA 904+24.81, 42.98'LT = I 1 I I 1 STA 111+11,41, 50.97'LT I tD ql O I3 W 9 m Z al 102305-9112 h I I I I = I n 4637 HE LOTH ST98059 Iry I I I I I 1 I LO I N u en Knod+Kimenh - 8 Y I I I W 19 ---- _ - ---- _ -- ------------L-------L-----------i--- p' STA W6+01,26, 42,97'LT �} NO° 00' 03.00"W STA 906+06.26, 42.97'LT N5' 40' 46.15"W NO' 00' 51.69"E C 00 �904+00 905+00 906+00 907+00 908+00 909+00 910+00 911+00 912+00 9JJJ133+00 914+00 O1 - - �- - ~- - � ~ CLINE - ~ - �- - -� - � - - / STA912+93.14,4 501 RT_ Q PI STA 906M5.21 PISTA 908+35.II DUVALL AVENUE NE J STA912+93.03,46.50'RT N STA 905+78.36, 41.03'R PI SiA 906+35.13 - PI STA 912+93.50 W ,------------T----- - - .��s���m�.� Z - �-- w o F a = STA 905+93.36, 48.03RT / u O Ito I / I I 10 H v I Ito 10230592)7 143>65+1230 I I m Renton School District No. 403 m m $Id RdYmOndto Iptoo I I I I IN PLAN SCALE IN FEET Z 0® 918+00 STA W6+73.67, 41.SORT STA 916+73.59, 46.50'RT- STA 916+95.49, 46.50'RT STA917+13.63,63.S5'RT 10 tI 102305-9277 HI Renton School Distrid No.403 gl I - - - - EXISTING RIGHT-OF-WAY - - - - EXISTING PROPERTY LINE - CONSTRUCTION CENTER LINE PROPOSED RIGHT-OF-WAY PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPOSED LICENSE TO CONSTRUCT I. $I 14 51b970-0095 3 4628 HE 12TH ST9B059 :+ pl CHUN RANDALL KING ,n BEU+EVAT '^ STA 923+35.30, 64.50'LT STA 919+77.40, m STA 920+p6.81, la I STA 92D+45.00, 57.49'LT I STA 923+35.26, 49.50'LT 18 I 80.51'LTI w� 79.51'LT STA 920+45.19, 49.50'LT 31 STA 923+70.30, 64.50'LT STA 926+61.92, 69.50'LT \ 2 110 5169)0-009x F zl STA 920+07.35.z STA 920+82.82, 49.50'LT STA 926+16.45,69.50'LT 13 4637 HE SUNSET BLVD 98059 N of STA 923+70.30, 49.50'LT KABA InveEmen[s, U-C \ C, 56.62'LT STA 921+05.30, 56.50'LT m STA 926+16.45. 49.50'LT 1'0 STA 921+05.30, 49.50'LT o m STA 926+63.97, 69.50'LT \ �p STA 919+76.49, 65.54'LT I ml Ito STA 926-63.47, µ.50'LT N36°43'24.97'E 41.18' o 0 1 STA 921+70.30, 56.50'LT ZI q 15 STA 926+6q,92, 49.54'LT \ r+i n c STA 921+70.30, 49.50'LT 149450-0050 0 12 STA 927+24,14, 57.08'LT \ Q STA 919+9221, 49.50'LT N C .Ni 4601 HE SUNSET BLVD 98059 ui AMo Renton, LLc N 1 - - - - - - - J STA 927+24.27, ' STA 918+B8.00, 46.50'RT STA 919+98.76, 44.50'LT - 0 STA9'LT / STA 918+68.DD, 51.50'RT vi STA 920+ 2.84, µ.50LT STA 927+24,47, STA 920+05.30, 39.50'LT STA 920+82.85, /1.09'LT 917+00 918+00 219+00 920+00 39,50'LT 921+00 NI°19'43.91"E vi R=1602.50 N2• T 3.03"W _ 922+p0 rd_3.62 STA 926+63.78, 39.50'LT _ STA 828«p7,01, 41.99'LT i- - - �- - -�- - I_ -9 _ 924+00 _ ! - 925+00 N4° 56 54.90"E STA 927 6.99'LT PI STA 919+35.21 PI STA 919+91.70 C-LINE -1- "--++---- 92g+p0 /r STA 977+37,00, 41,50'RT STA 919+03.50,41.50'RT DUVALL AVENUE NE 1� i L�937agg STA 927+60.48, 41.99'LT J J - 928+p0 N4° 5T 03.84"E STA 919+03.50,46.50'RT PC STA 924+04.62 PT STA 925+p5.86 N4°56'S4.90"E I- S ------------------------I--~- 929+00 o STA 919+49.92, 42.DB'RT PI STA 926+63.97 �_ - 9 y29+71 'n STA 919+49.60, 47.07'RT PI STA 927+59.65 ry STA 917+55.51, 46.50'RT STA 919+08.50, 46.50'RT N6' 26' 25.47"E STA 926+39.16, µ.50'RT J STA 917+37.00, 46.50'RT 5TA919+0851.50'RT STA 928+3916,52.'�- STA 918+73.00, 41.51.5.50'RT 0'RT w 1 STA 917+39.01, 63.00'RT L STA 927+µ.27, 50.43'RT \ 12 STA 918+73.00, 46.50'RT 1 1 to IN \ DUVALL P1ax3oi908 11�S88°37'31.72"E g 60 L NEE 98059 1 FHcks Robert I 'rt \ PLAN � \ SCALE IN FEET = ® I \ p so 100 L 1 e I SURVEYED: o0 DRAWNSY CITY OF RENTON DUVALL AVE NE DRAWING NO. RWZ 1 DRAWN BY: KMB U q 4 i DESIGN BY: DVS PUBLIC WORKS DIVISION CHECK PROIECf NO. $1¢j22AZ45 CIIECKBY: CD CONFORMED SET 'y am RIGHT-OF-WAY PLAN FED Den: NO. AP V'p RCONSTRUCTION DATE: FEB 101E PROI MGR: CIVIC E STA 903+00 TO END PROJECT NUMBER REVISION DESCRIPTION 0Y APP. DATE LBN� xr, FILE: PU2141779045-RW.4w Tdv�u,xw� B DATE: SHEET20F2 SHEET NO. 11 OF 94 STA 51+92, 65.0'LT 9 STA52+18, PROTECT POLE, 65.0'LT L COORDINATE WITH PROTECT POLE, 9 CURBANDSIDEWALK 50+86, 33END UTILITY TO RELOCATE COORDINATEWITH REPAIR AS NEEDED, SEE 0STA SS GUY WIRE UTILITY TO RELOCATE — _ SHEETSD9 � GUY WIRE I STA 52+54, W w STA 51+83, __ 34.1'LT 51.01LT END 11 STA 50+84,-_- 3. OIl GLT B4EGIN PROTECT E%ISTING 34LF OF 12"PIPE 4 STA 50+83, 22.0'LT JUNCTION BOX D-LINE STA52+17, 34.1'1T STA52+26, �11 DUVALL AVENUE NE 22•41T 51+00 52+00BEGIN 53 11 _4-----------' CONTRACTOR TO REMOVE AND REINSTALL EXISTING CURBING WITH 8 BREAKS. CONTRACTOR TO —� COORDINATE WITH CITY PRIOR TO INSTALLATION AN SALVAGE REMAINING CURBING TO THE CITY. cTe nousn -. 00 PLANING- i T I a H 2 STA 891+57, 61.3'RT PLAN _ SCALE IN FEET 0 20 40 I STA 892+50, STA 892+56, 32.9'LT 32.9'LT _ — — 11 BEGIN 'END it \ STA 892+50, STA 89 16.71T 16.71E 892+00\ 9 1 PROTECT POLE, COORDINATE WITH UTILITY TO RELOCATE GUY WIRE STA 891+64, 51.2'RT 10 JI ( PLAN — SCALEIN FEET 0 20 40 LEGEND: - — — — - RIGHT-OF-WAY — — TEMPORARY CONSTRUCTION EASEMENT ' SAWCUTLINE HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.27-01 X--X X--ii-X X REMOVE UTILITY ABANDON STORM SEWER PIPE BY FILLING PIPE WITH CDF 0 CATCH BASIN INSERT PER CDR STD PLAN 216.30 ® PROPOSED CATCH BASIN, SEE SO SHEETS _________ REMOVE CEMENT CONIC CURB/ CURB AND GUTTER ABANDON EXISTING WATER MAIN REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING, TRIM ++++++++a+++ OVERHANGING BRANCHES ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT REMOVING ASPHALT CONC. PAVEMENT PLANING BITUMINOUS PAVEMENT,INCH DEPTH GENERAL NOTES: 1. SEE SHEET LAI FOR GENERAL EROSION CONTROL NOTES. 2. SEE CH PLANS FOR SIGN REMOVAURELOCATION. 3. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. 5. SILT FENCE SHALL BE 0.5'INSIDE THE LIMITS OF ROW OR TCE. DEMOLITION NOTES: O1 REMOVE TREE. O2 PROTECT EXISTING FENCE. O3 PLUG EXISTING WATER MAIN. 4 ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. OREMOVE EXISTING FIRE HYDRANT. 0 REMOVE EXISTING UTILITY POLE (BY OTHERS). O7 REMOVE BOLLARD POST OB REMOVE DRAINAGE STRUCTURE. OPROTECT EXISTING UTILITY POLE. 10 REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. 11 REMOVE CURB/CURB AND GUTTER. r 12 NOT USED. 5 I O 6 13 PRESERVE AND PROTECT TREE(S). 10 I I 7 14 REMOVE CHANNELIZATION. REMOVE EXIST 8IW AND 12-W(ND 90) I 15 RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS. FROM NE 7TH PL TO NE LOTH IT I 8 RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS. 17 SEE E PLANS FOR CITY -OWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND RELOCATION. ,6 YAR7E SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. -I SPl CONFORMED SET PROJECTNO. 1$�g779045 ygFc m DESIGN BY: DVS pUBUC WORKSDEPARTMENT TRANSPORTATON CHECK BY: 1LD PRW MGR: CMC DIVISION App0. ONSTRUCMON SITE PREPARATION BEGIN TO STA 894+00 FED AID NO, °ATEf _ Ff.8a921_ NUMBER REVISION DESCRIPTION BY APp. DATE "ICMis`ex<° 4H1L Nye FILE: PU21417)9DC5-SP.tlwy .w.e.w.mam� B DATE I SHEETI OFS SHEET NO. 12 OF 94 H W L T DUVALL AVENUE NE w _ >, _ C-LINE 893+00_ STA 893+66, _ 0000 - 29.1'RT a t- H Z J l > P' STA 891 S14 REMOVE EXISTING RPMS AND PAINT LINES ON DUVALLAVE NE FROM NE STH ST TO NE 9TH ST. 38 SEE CH SHEETS FOR STATION LIMITS. STA 896+56, — — — — 32.91T — — — 11 BEGIN - _ STA 896+56, 4.7'LT ��STAP95+13, DUVALL AVENUENE 47'LT - _ - // �� STA 896+14, - STA 896+20, —896+00-� 47'RT4.7'RT O J Q w -899+Op_% STA 899+24, En / _ - / 16.5'RT00 Z off- J ---- ` STA899+44, = 11 30.6'RT H 5 BEGIN Q PROTECT EXISTING UTILITIES REVISION DESCRIPTION STA 896+62, 38.4'LT STA 896+62, �33— 7 ENDD 11 I1 STA 896+62, 4.7'LT y9-- STA 897+29, 4.7'LT STA 895+14, 165RT — — STA 896+14, STA 896+20, 165RT 16.5'RT — STA 895+63, " STA 897+29, STA 896+14, 29.0RT 29.0'RT S31.2'RTTA 20, \ .2'RT .. �12 6 PLAN = SCALE IN FEET 0 20 40 STA 900+93, , STA 901+22, 29.8'LT _ " 38.21LT STA 900+89, _ STA 900+96, 31.5'LT `f 32.81LT STA 900+69, — 32.TLT—w 5 A901+22,� DUVALLAVENUENE 113BEGIN \ BEGIN 900+00 / STA 899+53, STA 90C 165RT 16. 37.5'RT STA 900+96, 16.5'RT — ++ -: STA 899+67,- 36.9'RT 11 STA 900+19, END 65.1'RTO STA900+55, 9 I-,,, JENEN D 11 D RT 11 STA 900+24, . ' 65.2RT STA 90D+44, 899+63, I STA 900+14, 32.5'I1T 11 42.1'RT ( W I 70.0'RT 10 BEGIN STA 900+00, STA 900+19, 73.9'RT 11 7q.O'RT STA 900+24, BEGIN I 74.1'RT PLAN = SCALE IN FEET 0 20 40 SURVEYED: DRAWNBr: CID DBIGN DVS CHECK Y: CHECK BY: 1ID PROJ MGR: CMC FILE: PU214177900..SPAYr, mm.iwae STA 897+98, C-LINE _ 4.7'LT = 0 Z --- m � STA 897+29, ` — — STA 897+98, — — — D 4.7'RT 00 LID 0o O U3 m 6 O _ _ _ _ _ _— — _ _ _ _ _ _ — w — -STA 901+28, 38.2'LT - -... _ _ _ - - 5TA 902+89, -STA 901+28, _ STA 902+96, 33.0'lTO w 32.71T END 11 STA 902+18, _ 4.7'LT _a STA 902+96, -STA 901+28, -C-LINE-- - =?-- 4.71T 16.51T - . - 902+00= STA 902+18,_STA 902+89, 4.TRT 4.71T STA 902+18, + a a..#+ + ++ REMOVE EXISTING RPMS AND PAINT LINES ON DUVALL AVE NE FROM NE 9TH ST TO NE LOTH ST. SEE CH SHEETS FOR STATION LIMITS. CITY O CONFORMED SET I R RENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION C LEGEND: - — — — - RIGHT-OF-WAY — — — TEMPORARY CONSTRUCTION EASEMENT SAWCUT LINE HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17-01 3E-)E-IE-iH(- X REMOVE UTILITY ABANDON STORM SEWER PIPE BY FILLING PIPE WITH CDF O CATCH BASIN INSERT PER COR STD PLAN 216.30 ® PROPOSED CATCH BASIN, SEE SO SHEETS REMOVE CEMENT CONC CURB/ M CURB AND GUTTER ABANDON EXISTING WATER MAIN REMOVE CEMENT CONCRETE SIDEWALK CLEARING AND GRUBBING, TRIM +++++++++++ OVERHANGING BRANCHES ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT REMOVING ASPHALT CONC. F/77771PAVEMENT PLANING BITUMINOUS PAVEMENT, BITUMINOUS 2-INCH DEPTH GENERAL NOTES: 1. SEE SHEET LAI FOR GENERAL EROSION CONTROL NOTES. 2. SEE CH PLANS FOR SIGN REMOVAURELOCATION. 3. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. 5. SILT FENCE SHALL BE 0.5'INSIDE THE LIMITS OF ROW OR TCE. DEMOLITION NOTES: O1 REMOVE TREE. O2 PROTECT EXISTING FENCE. O3 PLUG EXISTING WATER MAIN. OABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EIT THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. OREMOVE EXISTING FIRE HYDRANT. 0REMOVE EXISTING UTILITY POLE (BY OTHERS). O7 REMOVE BOLLARD POST 8O REMOVE DRAINAGE STRUCTURE. O9 PROTECT EXISTING UTILITY POLE 10 REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. 11 REMOVE CURB/CURB AND GUTTER. 12 NOT USED. 13 PRESERVE AND PROTECT TREE(S). 14 REMOVE CHANNELIZATION. IS RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS. 16 RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS. 17 SEE E PLANS FOR CITY -OWNED ILLUMINATION AND SIGNAL G EQUIPMENT REMOVAL AND RELOCATION. DUVALL AVE NE SITE PREPARATION STA 894+00 TO STA 903+00 SHEET 2 OF 5 DRAWING NO. SP2 PROJECT NO. 2AI779M FED AID NO. DATE: �F S 2021 SHEET NO. 13 OF 94 LEGEND: RIGHT-OF-WAY — TEMPORARY CONSTRUCTION EASEMENT F STA906+53, ' ' ' SAWCUTUNE 54.21TO HIGH VISIBILITY SILT FENCE PER WSDOT BEGIN li STA 906+24, I=- STD PLAN 1-30.17-01 45.5'LT O STA 906+54, 49'4 LT 11 �f"X")('�F�(-)F REMOVE UTILITY STA 906+19, wj END WEST TO 10 15 LF 13 1 10" 13 45.5'LT Z I 2 ANDBEADEACTIVATED, ABANDON PIPE WITH SEWER PIPE BY Sg0, BY OTHERS CTIVATED, FILLING PIPE WITH COF STA 905+96, STA 9064'LT n \131.8,LT --- BY OTHERS IT CATCHBA 2NINSERT PER COR 4 LI STD PLAN 216 30 31.6LT --- ------ PROPOSED CATCH BASIN, SEE SD SHEETS 31.7 LT32 4'LT STA 906+2 - � � ;`+++`+++'r `+`a'♦`«`a `+`+`«'+`s + + + + + + + a - � - � � � � � O REMOVE CEMENT CONC CURB/ n a h a a♦ n a+ + w J CURB AND GUTTER ABANDON EXISTING WATER MAIN _--- - - - - - REMOVE CEMENT CONCRETE SIDEWALKw __. s w O STA9D3+26, STA 903+56, DUVALL AVENUE NE C-LINE STA 905+96, ` � TRIM 0 STA 9T 16.5'LT STA 903+91, 16.5'LT OVERHANGING BRANCHES _.'/]. _. 4+14.7'LT _ 905+00_ _ __ 6+00 907+00 _ 90f O+ CLEARING AND GRUBBING, m _ _ _ _ _ _ — i --- - _ --_ _ - - I- - - DO - . ASPHALT PULVERIZATION FOR OO �USEAS RECYCLED PAVEMENT STA903+41, _ _ STA 903+91, - _ - STA 905+96,_ Q REMOVING ASPHALT CONC. H- 29.0'RT 4.7'RT 16.5'RT- H PAVEMENT VI STA 906+79, Vt 31.7'RT w ® PLANING BITUMINOUS 1 ) 33" S Q NO WEST GAS LINE TO BE ABANDONED 17 AND DEACTIVATED, BY OTHERS + L06+25, STA 58.2'RT STA 906+40, 61.9'RT STA 906+38, 79.0'RT PLAN SCALE IN FEET = 0 20 1 40 Z PAVEMENT, 2-INCH DEPTH =1 GENERAL NOTES: O U 1. SEE SHEET LA2 FOR GENERAL EROSION CONTROL NOTES. • — — — — — — — — — — < 2. SEE CH PLANS FOR SIGN REMOVAURELOCATION. 3. THEASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ." ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. 17 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF K I STA 906+88, FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. x STA 906+31 41, 33.3'RT 11 4. CONTRACTOR SHALL NEATLY CUT AND CAP EX15TING IRRIGATION 79.4'RT BEGIN END SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. ;i 5. SILT FENCE SHALL BE 05INSIDE THE LIMITS OF ROW OR TCE. DEMOLITION NOTES: t / " . . . . . . . . . + . . . . . . . . . . . + + + , + - + + ,�. + + + . .. + , CLINE 909+00 910+00 - 911+00 912+00 DUVALL AVENUE NE o o r PLAN SCALE IN FEETlommimmmmillommemmool = 0 20 40 lO REMOVETREE. OPROTECT EXISTING FENCE. 0PLUG EXISTING WATER MAIN. ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER 4 THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. d D55 REMOVE EXISTING FIRE HYDRANT. N w O6 REMOVE EXISTING UTILITY POLE (BY OTHERS). w 2 7 REMOVE 80LLAR0 POST N w Oe REMOVE DRAINAGE STRUCTURE. ut O9 PROTECT EXISTING UTILITY POLE. 00 +-I 10 REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. .m m 11 REMOVE CURB/CURB AND GUTTER. 12 NOT USED. w Z 13 J PRESERVE AND PROTECT TREE(S). U 14 REMOVE CHANNELIZATION. H 15 RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS. 16 RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS. 17 G SEE E PLANS FOR CITY -OWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND RELOCATION. q`t'�o *+sviC =,v �2F.'13IE�p .,ae.. SURVE ED: DRAWN BY: CID DESIGN BY: DVS CHECK BY: lU) PROI MGR: CIVIC FILE: PU214177945-SP.dY, CONFORMED SET T .wwwmr. CITY OF RENTON UBDCWORKS DEPARTMENT TRANSPORTATION DIVISION A RO OR CONSTRUCTION DATE DUVALL AVE NE SITE PREPARATION STA 903+00 TO STA 913+00 SHEET OF DRAWING NO. SP3 PROIER NO. i191ZZ4095 FED AID NO. DATE: FEB SHEET NO, 14 Of 94 NUMBER REVISION DESCRIPTION BV APP. DATE a STA 918+04, 41.01T \ I., 0 O m W 4 82 LF OF 8 r 14" PIPE m ¢ 00 Z _ F m a w. . . . , , . . . + . a . . . . a 2 GAS LINE TO BE ABANDONEDANO DEACTIVATED IBYI OTHERS STA917+87, LEGEND: 41.0'LT — — — _ RIGHT-OF-WAY e — — TEMPORARY CONSTRUCTION EASEMENT 65 LF OF SAWCUT LINE 9 14'PIPE 4---� HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17-01 30 - -X-�X REMOVE UTILITY . . . . . . . +I�. . . . . . . . + . .' / /,/././. /./. J ABANDON STORM SEWER PIPE BY FILLING PIPE WITH CDF m a — c-LINE DUVALL AVENUE NE + 00 914+00 - 915+00 916+00 m H H Z _ ______��--------------" 3LF7F4 -- — — 12 PPE I5)— -AID)91 LF (15)-J STA 916+8 'WEST GAS LINE TO�1BEA AND DEACTIVATED, \\ 8Y OTHERS � STA918+70,41.0'LT� - 74'7LTI STA 919+62, r 45.8'LTI STA 919+47, 46.TLT I STA 919+32, 30.81T 919+00, 13 41.0'LT 48 48 + 14" PIPE I STA 919+44, J 919+00 3 25.31T —�— —-+-- 56 LF SO �Ih y+y�9a SS 31.6'RT BEGIN F- 21 N STA 919+70, 74.IS WILT Z I I BEGIN "I PLAN SCALE IN FEET Z 0 20 40 GAS LINE WEST OF ACTIVE GAS LINE TO BE ABANDONED AND DEACTIVATED, BY OTHERS An, %1 -1I1-\ :' 11 +_� _ _ �. .++ + + . + + + +T+2X'. + + BEGIN STA 916+90, 46.0'RT IY W 0 CATCH BASIN INSERT PER CDR yj STD PLAN 216.30 O® PROPOSED CATCH BASIN, SEE SO SHEETS + ______ _ REMOVE CEMENTCONC CURB/ .�-1 CURB AND GUTTER _ 917�+00 91 Q� ABANDON EXISTING WATER MAIN REMOVE CEMENT CONCRETE RELOCATE EXISTING I% SIDEWALK MAILBOX, SEE SHEET RD7 W ? + + a + + + CLEARING AND GRUBBING, TRIM OVERHANGING BRANCHES _ ASPHALT R U UEASRECYCLED RECYCLED PAVEMENT USE PATION VEMENT .'+•+ +'+'+'+ + REMOVING ASPHALT CONIC. 7 4++ + PAVEMENT — — — — — PLANING BITUMINOUS +++ . .+1+. + 6 ® PAVEMENT, 2-INCH DEPTH +++++¢ '+'« GENERAL NOTES: STA 921+25, 36.71T 11 END STA 921+57, 49.5'LTO 8 BEGIN 11 STA 921+73, 33.2'LT SS END 22.2'LT +o � O \ CAINE2\ 920+00 STA 919+98, — ---1— —-zss'LT azll+oo - STA 919+73, O 14A RT DUVALL AVENUE NE (2) MULTI -STEMMED 1. SEE SHEET LAI FOR GENERAL EROSION CONTROL NOTES. TREE 2. SEE CH PLANS FOR SIGN REMOVAL/RELOCATION. O3. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF I FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. - 4 1254 LF OF ! 12" PIPE --`+ 9z2+00 SCHEDULE B- WATER MAIN REMOVAL 13 ----- ------ ---------------------- STA 920+18, _ 31WRT -- ' STA 59, CU AIR AS SIDEWALK STA 9 T REPCURB AS NEEDED,ALK STA 919+59, SHEET PU2 45.4'RT PLAN `3 RT 1 +8 SCALE® Z 45 END 0 20 40 4. CON TRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. 5. SILT FENCE SHALL BE 0.5'INSIDE THE LIMITS OF ROW OR TCE. DEMOLITION NOTES: OREMOVE TREE. 02 PROTECT EXISTING FENCE. OPLUG EXISTING WATER MAIN. O ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER In THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. ta/1 OS REMOVE EXISTING FIRE HYDRANT. �06 REMOVEEXISTING UTILITY POLE(BYOTHERS). O7 REMOVE BOLLARD POST W VW1 08 REMOVE DRAINAGE STRUCTURE. O09 PROTECT EXISTING UTILITY POLE. N 30 REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. rn H 11 REMOVE CURB/CURB AND GUTTER. vJ W 12 NOT USED. Z 13 PRESERVE AND PROTECT TREE(S). U 14 REMOVE CHANNELIZATION. 15 RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS. 16 RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS. 17 SEE E PLANS FOR CITY -OWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND RELOCATION. MAR14 R+avO w0h SURVEYED: DRAwNer: uD DEEIGNBY: DVS FII£: PU214ll79015-SP.dwR CONFORMED SET Tw.o.....wmr. Rwc CITY OF RENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISIONFED RCONSTRUCT0N BY. DATEI DUVALL AVE NE SITE PREPARATIONPPP 913+00 TO STA 923+00NUMBER SHEET 40F5 A DRAWING NO. SPY PROJECTNO. 2LR1779pq-5 AID NO. DATE: F ] 1'�JSTA SHEET NO. LS OF 90 REVISION DESCRIPTION BY APP. DATE, STA 923+36, SBEGIN 4 129 LF OF 'PIPE 58.5'LT 11 O11 BEGIN WEST GAS LINETO BEGIN STA 923+66, BEABANDONED " 33.6'LT AND DEACTIVATED, -� STA 923+34, 3'LT END 11 BY OTHERS -- STA 926+27, O33 11 END 17 50.0'LT 11 BEGIN O- 5 8 13 267 LF OF 4 13 I STA 926+30, 12" PIPE 33.2'L — J END .. _- ,b. �BErr STA 926+6111 , .INT 31 BEGIN r STA 926+63, / 33.8'LT 11 / END � 1=7 LF 90 LF HIGH VISIBILITY FENCE PER WSDOT ST. PLAN 1-10.10-01 12 LF %-STA 923+85, - - _ ".. ..vvv ,_,.I-/•/'/. 777 ""'� 5TA923+77.64, O21.16'LT 21.0'LTO 924+00 C-LINE STA 924+60, 18.0'LT O 7- 926+00 I- - 17 926+00 STA 926+82, O _ 20.41T _ 927+00 DUVALL AVENUE -~ - - NE SCHEDULEB- ❑ WATER MAIN REMOVAL — — — — — — — — — — — — — — — — — — — — — -- 13 — — — — — — — — 13 fil PLAN'�-- Z _SCALE IN FEET J O20 -U I STA 927+59, 33.0'LT 47 LF END 111 STA 927+59, 32.1'RT LEGEND: - — — — - RIGHT-OF-WAY — — — TEMPORARY CONSTRUCTION EASEMENT SAWCUT LINE HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17-01 REMOVE UTILITY ABANDON STORM SEWER PIPE BY FILLING PIPE WITH CDF ❑ CATCH BASIN INSERT PER CDR STD PLAN 216.30 ® PROPOSED CATCH BASIN, SEE SO SHEETS REMOVE CEMENT CONC CURB/ CURB AND GUTTER ABANDON EXISTING WATER MAIN REMOVE CEMENT CONCRETE SIDEWALK + +++++++ + CLEARING AND GRUBBING, TRIM OVERHANGING BRANCHES ASPHALT PULVERIZATION FOR USEHA RECYCLED PAVEMENT REMOVING ASPHALT CONC. PAVEMENT ® PLANING AVEME BITUMINOUS PAVEMENT, BITUMINOUS 2-INCH DEPTH GENERAL NOTES: 1. SEE SHEET LAI FOR GENERAL EROSION CONTROL NOTES. 2. SEE CH PLANS FOR SIGN REMOVAURELOCATION. 3. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL NEATLY CUTAND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. 5. SILT FENCE SHALL BE O.S'INSIDE THE LIMITS OF ROW ORTCE. DEMOLITION NOTES: Ol REMOVE TREE. O2 PROTECT EXISTING FENCE. O3 PLUG EXISTING WATER MAIN. OABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. OS REMOVE EXISTING FIRE HYDRANT. O6 REMOVE EXISTING UTILITY POLE (BY OTHERS). 0REMOVE BOLLARD POST O8 REMOVE DRAINAGE STRUCTURE. O9 PROTECT EXISTING UTILITY POLE. 10 REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. 11 REMOVE CURB/CURB AND GUTTER. 12 NOT USED. 13 PRESERVE AND PROTECT TREE(S). 14 REMOVE CHANNELIZATION. IS RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS. 16 RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS. 17 SEE E PLANS FOR CITY -OWNED ILLUMINATION AND SIGNAL G EQUIPMENT REMOVAL AND RELOCATION. kARI �N f U Pt WDT.° .SY1q,LO9 SURVEYED: DESIGN BY: DVS CHECK BY: 11D PROI MI CIVIC PU214ll)9045-9P.tlw4 CONFORMED SET wrw.p n.won CITY OF RENTON PUBLIC WORKS DEPARTMENT N6PORTATON DIVISION gppq v CDNSTRUrnoN S/-�/� B DAT24Q DUVALL AVE NE SITE PREPARATION STA 923+00 TO END SHEET OF DRAWINGNO. SPS NO. i191ZZ499S fED AID NO. FED DATE: FEB 2021 SHEETNO. 160E 94 m NUMBER REVISION DESCRIPTON 6v a 0 --------------- r r 1 D2305-93D3 ADJUSTJUNCTION BOXTOGRADE ---------------- STA 50+83.6, 34.0YT 00 2 3 BEGIN MATCH EXISTING STA 50+89.5, I 4TH DWY O1 SEESHEETDWI 033.81T AIR y' STA 52+04.3, w DUVALL AVENUE NE 34.31T z D-LINE 50+50 _ _ 51� _ _ 51+50 _ _ 52 00 PLAN SCALE IN FEET = 0 10 20 SIDEWALK REPAIR AS — — — — NEEDED, SEE SHEET SD9 — — — — STA 52+26.0, 34.41T 2 3 END MATCH EXISTING .1. 52+50 t ■ STA 52+53.7, 34.11T END MATCH EXISTING 53+00 NOTES: 1 CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. O2 CONSTRUCT CEMENT CONC. SIDEWALK PER CDR STD PLAN 102. OCONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. 4O CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER CDR STD PLAN 101. OCONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. O6 CONSTRUCT CEMENT CONIC. CURB RAMP TYPE PARALLEL PER WSDOT STD PLAN F-40.12A3. 77 CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. gOCONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET RD10. O9 NOT USED. 10 CONSTRUCT CAST -IN -PLACE WALL PER SHEET WD1. 11 ADJUST CATCH BASIN, 12 ADJUSTMANHOLE. 13 ADJUST VALVE BOX. 14 CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. IS CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. 16 CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND WD3. 17 INSTALL MONUMENT CASE AND COVER. 38 SEE SHEET E10 FOR SIDEWALK DETAIL. 19 CONSTRUCT 5XVI THICK CONCRETE PAD AROUND G HYDRANT PER CDR STD PLAN 310.1, SEE WA SHEETS. LEGEND: RIGHT-OF-WAY TEMPORARY CONSTRUCTION EASEMENT CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONIC. SIDEWALK/DRIVEWAY ENTRANCE HMA CL PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL Y2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA -SEE LANDSCAPE PLANS HMA CL Y2" PG 64-22 FULL DEPTH ROADWAY HMA CL Y2" PG 64-22 2" MIN OVERLAY OROV/ SURVEYED: ec DUVALLAVE NE DRAWING NO. RD1 w CITY OF RENTONDESIGN BY: DVS PUBLIC WORKS DEPARTMENT PROIECTNO. 2141�RANSPORTATION DIVISIONCONFORMED $ET DATE: rvo. CHECK BY: 1L0 PLAN AND PROFILEAPPROV NSTRUCTONPROD MGR: CMC w.w.. BEGIN TO STA 52+60DATE: �F @jgZl NUMBER REVISION DESCRIPTION BV APP. GATE" FILE: PU2141))904SRD.dwg 'ID�-� �'�'�" BY' DATE SHEET 1 OF 10 SHEETNO. 17 OF 94 i F- 9 00 \ / W ---------- /-------1_�-� Z ti CONTRACTOR TO REMOVE AND III NSTALL EXISTING CURBING WITH TBREAKS. CONTRACTORTO COORDINATE WITH CITY PRIOR TO INSTALLATION AND -"— SALVAGE REMAINING CURBING TO THE CITY. C-UNE DUVALL AVENUE NE 891+00 692+00 / PC STA 893+18.64'-- 893+00 440' 430' 420' 891+00 STA 891+89.1, 2 3 SEE SHEET GR2 32.5'RT PC 19 --�_19 30 STA 893+69.1,- �SEE SHEET GRl o---� O 39.01RT BEGIN 1''HIGH WALL I 2 I \I 664950-0130 I I I PLAN SCALE IN FEET Z 0 20 40 SEE SHEET GR2 OCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEE S. O2 CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. OCONSTRUCT CEMENT CONIC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. 4O CONSTRUCT CEMENT CONIC. PEDESTRIAN CURB PER COR SEED PLAN 101. 0 O CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. LW OCONSTRUCT CEMENT CONIC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. OO %r O7 CONSTRUCT CEMENT CONIC. CURB RAMP TYPE SINGLE 00 DIRECTION A PER WSDOT STD PLAN F-40.16-03. la Og CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET FOLD. W 2 (D NOT USED. J 2 10 CONSTRUCT CAST -IN -PLACE WALL PER SHEET WD1. H 11 ADJUST CATCH BASIN. 12 ADJUST MANHOLE. 13 ADJUST VALVE BOX. 14 CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. 15 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. EXISTING GRADE AT C-LINE (TYP)------------ EXISTING GRADE AT C-LINE (TYPI 892+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' 893+00 16 CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND WD3. y2 INSTALL MONUMENT CASE AND COVER. IB SEE SHEET EIO FOR SIDEWALK DETAIL. /40 CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND G HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. LEGEND: RIGHT-OF-WAY TEMPORARY CONSTRUCTION EASEMENT CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONIC. 430' SIDEWALK/DRIVEWAY ENTRANCE HMA CL PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL 1/2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL Yy" PG 64-22 FULL DEPTH ROADWAY 420, HMA CLJ/zl PIS 64-222"MIN OVERLAY MAR( T.A,�,Fc SURVEYED: CITY OFRENTON DUVALLAVE NE DRAWING No. RD2 a: DRAWN BY: CD CONFORMED SET PROJECTNO. 2141)T9D65 � 'A DESIGN BY: DVS P DEPARTMENT TRANSPORTATION Pc CHECK BY: JED - I ANSP R DIVISION PLAN AND PROFILE FED AID N0. APPROVE CONSTRUCTION DATE: fEB 3p37 aeole PRO] MGR: CMC �w"wNTA„ STA 891+50 TO STA 594+00 NUMBER REVISION DESCRIP9ON BY FPP. DATE AL a� FILE: PUI161T/9W5-RO.dWB TWUP�^�.ati� w BY: DAT7 SHEET 2 OF 10 SHEET NO. 18 OF sn NOTES: O1 CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. 19 -- --_- - O2 102. CONSTRUCT CEMENT CONC. SIDEWALK PER CDR STD PLAN __________ _ _ - -_ _ _ O3 CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER CDR STD PLAN 101 STA 895O.OILT \ O4 CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER CDR STD 0.0'LT 14 PT = w- _ \ w w w 3 PLAN 101. STA 898+D3.0, - -. C-LINE DUVALL AVENUE NE 0.0'TO w D 5 CONSTRUCT CEMENT CONC. TRAFFIC CURB PER CDR STD - ss- PT STA 895+1436 �-a- - 14 O 0 895+00 -�-ss PT _� T"Y PLAN 101. n _ . PCSTA897+29.11 s 2 STA 895+14.4, 2 32.5'RT --:i ..,-'^--;-F;_'_.; -997+00...- O6 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL '' ' " ' ' PER WSDOT STD PLAN F-0012 03 .... 898+p0 Z ' P Z m > O7 CONSTRUCT CEMENT WSDOT CONIC. CURB RAMP16-03. NGLE D DIRECTION APER WSDOT STD PLAN f-40.1fi-03. to � D OD to 32.5'RT O CONSTRUCT THICKENED EDGE AT BACK Of SIDEWALK PER lD d---d d-d d-d-mod p p P PC 2 3 OD O 8 DETAIL 2, SHEET RD10. N > P - - NOT USED. T . P P �P_y-P�--- 9 _ -P_F DPP -- P-P Vf STA 895 to CONSTRUCT CAST -IN -PLACE WALL PER SHEET WDS. END 2'HIGH WALL STA 895+55.0 16 STA 896+90.0 to m STA 894+70.0 BEGIN 3' HIGH WALL END T HIGH WALL END 1.5 HIGH WALL m it ADJUST CATCH BASIN. Ln END 1.5' HIGH WALL BEGIN 1.S' HIGH WALL BEGIN V HIGH WALL 18 STA 897+30.0, STA 897+70.0, 39.0'RT m BEGIN THIGH WALL 39.0'RT 12 ADJUSTMANHOLE. VHIG .0H WALL END 1' HIGH WALL BEGIN V HIGH WALL PO END 1' HIG STA p 13 ADJUST VALVE BOX. 10 3 BEGIN 1.5' HIGH WALL 4 5 6 14 CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. N 143765-0T20 143765-0130 143765-0140 143765-0150 I CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, / 15 PER WSDOT STD PLAN F-40.12-03. 36 CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND WD3. PLAN SCALE IN FEET Z 17 INSTALL MONUMENT CASE AND COVER. SEE SHEET EIO FOR SIDEWALK DETAIL. 0 20 40 8 450' - --- -- -- - - - - - - - CONSTRUCT S'X5'X6" THICK CONCRETE PAD AROUND G HYDRANT PER CDR STD PLAN 310.1, SEE WA SHEETS. LEGEND: - - - - - RIGHT-OF-WAY ' - TEMPORARY CONSTRUCTION EASEMENT CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. 440' Im. SIDEWALK/DRIVEWAY ENTRANCE HMA CL 1/2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT PROPOSED HMA CL 1/2" PG 64-22 DRIVEWAY GRADE AT CAI APPROACH (TVP) PVI STA 898+02.79 LANDSCAPE AREA - SEE LANDSCAPE PLANS EL=431.63 PVI STk 895+08.21 HMA CL I/1" PG 64-22 FULL DEPTH EL=42A.20 ___ ROADWAY 0.82% ______________________ 43U' ---------- --- -- ---_-- PVI STA 898+03.00- --430' HMA CLi4"PG 64-222"MIN OVERLAY --�----------- /T EL=431.13 EXISTING GRADE ATJ EXISTING GRADE AT PROPOSED GRADE AT PVI STA EL=428.00 C-LINE (TYP) C-LINE (TYP) r C-LINE (TYP) EL=428.70 I 0 m m ata mq m Nv oa o� o 894+00 895+00 896+00 897+00 898+00 898+50 PROFILE HORIZ: 1"=20' VERT: 1"=4' MAR/ SURVEYFD I RD3 �t E DUVALL AVE NE pgAWING NO. $��yNT>S,O OPAWNBY: UD CITY OF CONFORMED SET PUBUCWO0.K5DEPARMEN PROJE NO. 34]j �45 U yw fj; % DESIGN BY: DVS _ TRANSPORTATION DMSION CHECK BY: n0 _ PLAN AND PROFILE DA`EE: NO. APPR CONSTRUCTION DATE: FEBjp21 soma�p [hv PROJ MGR: CMC ,.� STA 894+00 TO STA 898+50 RPPISTRT'� A+� SHEET NO, 19 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE AL Nnne fILE: PU2141J79019-RD.dwg �� mews B11 OAT/ SHEET30F 10 NOTES: CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW 1 SHEETS. (DCONSTRUCT CEMENT CONIC. SIDEWALK PER CDR STD PLAN I 102. 19 O CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER CDR STD PLAN 101. s —— _ CONSTRURCEMENT CONIC. PEDESTRIAN CURB PER CDR STD PLAN 101. CONSTRUCT CEMENT CONC. TRAFFIC CURB PER CDR STD STA 902+12 5, W PLAN 101. P OOY — - N O CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL ----ss ss--ln, - ---::- - - --s CZ) PER WSDOT STD PLAN F-40.12-03. = C-LINE PT STA 899+24.21 0 W 899+00 900+00-*- 1+00 902+00 .'.'.'.'.'.'.......'90 + O7 CONSTRUCT CEMENT CONIC. CURB RAMP TYPE SINGLE p DIRECTION A PER WSDOT STD PLAN F-40.16-03. p DUVALL AVENUE NE F Og DETAILCONSTRUCTSHEET EDGE AT BACK OF SIDEWALK PER + ut DETAIL 2, SHEET RD30. W STA 899+24.2, w DDOO 032.5'RT 32.51RT Z O9 NOT USED. PT 2 3 BEGIN Ha- ` 2 SO CONSTRUCT CAST -IN -PLACE WALL PER SHEET WD1. w —_�__ n _ Il ADJUST CATCH BASIN. p--P— U z d A3A P'' F = SEESHEETGR3 O6 -- N 10 STA 903905RT 390RT+940 390RT +54.0, 12 ADJUST MANHOLE. Iu 10 STA 899+0 .0, \\ H STA / 65 2 R00+18.8, END V HIGH WALL BEGIN O END O 13 ADJUST VALVE BOX. END V HIGH WALL CID, Z 3 STA 900+95.0, 10 w I 39.0'RT la CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD30. Z 19 BEGIN HIGH WALL V 8 15 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, 741 R00+18.9, J 43765-0230 O PER WSDOT STD PLAN F-40.12-03. BEGIN 2 3 16 CONSTRUCT 3STRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND PLAN SCALE IN FEET 'Z (D INSTALL MONUMENT CASE AND COVER. 0®0 SS SEE SHEET EIO FOR SIDEWALK DETAIL. 450' _ _ - - _. _ ___ - _.. -- - _ -- 45W 19 CONSTRUCT S'XS'X6"THICK CONCRETE PAD AROUND HYDRANT PER CDR STD PLAN 310.1, SEE WA SHEETS. LEGEND: RIGHT-OF-WAY - - - - - - — — TEMPORARY CONSTRUCTION EASEMENT CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. 440 -. - .. -- _ - - - - - --- -- _ -- PROPOSED GRADE AT 440' SIDEWALK/DRIVEWAY ENTRANCE C-LINE (TYP) HMA CL '/2" PG 64-22 WITH FULL DEPTH EXISTING GRADE AT PVI STA 902+12.71 RECYCLED PAVEMENT C-LINE (TYP) EL=434.95 _ HMA CL Y22" PG 64-22 DRIVEWAY APPROACH �LANDSCAPE AREA -SEE LANDSCAPE PLANS PVI STA 902+12.50 ®HMA CL 2/2"PG 64-22 FULL DEPTH EL=434.45 ROADWAY 430' - - - -- - - - - - - - - - - - - - -- - -- - - - - - - - _. - - - 430' HMA CLY2"PG 64-222"MIN OVERLAY EXISTING GRADE AT PROPOSED GRADE AT - C-LINE (TYP) CAINE (TYP) I a < e e a a a a e a e a a a B a as as 898+50 899+00 900+00 901+00 902+00 903+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' oMN SURVEYED: a'�c CITY OF RENTON DUVALL AVE NE DRAWINGNO. RD4 =.Se+ O0.AWN BV: UD CONFORMED SET PUBLIC WORM RTATIO DIVISION PROJECFEDAIDTNO. 214177.423 U y ¢, DEsiGN BY: DVS TRANSPORTATION DIVISION CHECK BY: Ito PLAN AND PROFILE FED AID NO. AP RCONSTRUCTION DATE: �EB_2421. q4q i� PROI MGR: CMC STA 898+50 TO STA 903+00 SHEET NO. 20 Of 94 NUMBER REVISION OESCRIWIDN BY APP. GATE FRiAL y,,,m FILE: PU2141779015-RD.Fv, 'w.o � BY: onrE: SHEET4OF 10 DE a N CC[ I' 10 STA 903+61.0, ,38.0'LT BEGAN V HIGH WALL w w = u STA 903+26.1,1 ST, w BEGIN 2 3 AP _ O O fT H Z J 2 U 450' 440'. I � 9 s STA 903+71.0 1023D5-9112 END V HIGH WALL BEGIN I.5'HIGH WALL STA 904+22.0, 10 38.0 LT--- STA 905+36.0, _----- END 1.5, HIGH WALL -��-038.0'LT� BEGIN STA 903+15.0, 10 39D'RT 8 BEGIN V HIGH WALL 143765-0230 CLINE 905+00 STA903+96.2, DUVALL AVENUE NE 0.0'T END 14 STA 906+17.8, I L I I STA 906+53.1, 0'LT 46.0LT 54.2'LT 2 3 END O ENDI END 19 SEESHEETGR4 15 r ST R=25' � '� 49. EN STA 1T (-, .7, 5+95.7, 32.8'LT O 32.5'LT END pC STA 906+353, � STA 905+96 BEGIN STA 905+96.6, 2 3 32.5'RT \ PC 10 STA 905+25.0, \ 39.0'RT END V HIGH WALL SEE SHEET GR4 1! I PLAN SCALE IN FEET = 0 20 40 EXISTING GRADE AT C-LINE (TYP) PVI STA SHEET A 906+54.41 LED - 4'LT� -- ��--- —O D 2 3 _ F- w S w w H O 907+00 90 O H 13 N Z J u T--------- Q SHEET GRS GR5 I EL=439.20' K=161.52 450' PVI STA 903+96.16 PROPOSED GRADE AT EL�36.02 EXISTING GRADE AT PROPOSED GRADE AT C-LINE(TYP) C-LINE (TYP) I//r C-LINE (TYP) 1 430'. - - ._ - 430' me 903+00 904+00 905+00 906+00 907+00 908+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' NOTES: 1 CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. OCONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102, OCONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. O4 CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER CDR STD PLAN 101. OCONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. O6 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL PER WSDOT STD PLAN F.40.12-03. O7 CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. Og CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET FOLD. O9 NOT USED. 10 CONSTRUCT CAST -IN -PLACE WALL PER SHEET WD1. 11 ADJUST DITCH BASIN. 12 ADJUST MANHOLE. 13 ADJUST VALVE BOX. 14 CONSTRUCT CENTER MEDIAN PER DETAIL I, SEE SHEET RDIO. 15 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. Sfi CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND WD3. 17 INSTALL MONUMENT CASE AND COVER. 18 SEESHEET E30 FORSIDEWALK DETAIL. OCONSTRUCT 5'XS'X6" THICK CONCRETE PAD AROUND 19 HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. LEGEND: — — — — — RIGHT-OF-WAY — — — TEMPORARY CONSTRUCTION EASEMENT CEMENT CONIC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALKIDRIVEWAY ENTRANCE HMA C01" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMACL "PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA -SEE LANDSCAPE PLANS HMA CL Y22" PG 64-22 FULL DEPTH ROADWAY 777ZHMA CL /2" PG 64-22 2" MIN OVERLAY DRDxov7 SURVRED I DUVALL AVE NE DRAWING No. RD5 : DRAWN BY: CID CITY OF RENTON AA�4 PUBLIC WORKS DEPARTMENT PRWECTNO. 2141779045 DESIGN BY: M TRANSPORTATION DIVISION CONFORMED SET FED AID NO. CHECK BY: no PLAN AND PROFILE APP RCONSTRUCTION � PRW MDR: WC��,wTw, STA 903W0TO STA 908+00 DATE: JEgZOii NUMBER REDATE FILE: PU214177S045-RD.dwB VISION DESCRIPTION By APP. ' —�� B DATE'6� SHEETS OF 10 SHEETNO. 21 OF % SHEET GRS GR5 I EL=439.20' K=161.52 450' PVI STA 903+96.16 PROPOSED GRADE AT EL�36.02 EXISTING GRADE AT PROPOSED GRADE AT C-LINE(TYP) C-LINE (TYP) I//r C-LINE (TYP) 1 430'. - - ._ - 430' me 903+00 904+00 905+00 906+00 907+00 908+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' NOTES: 1 CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. OCONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102, OCONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. O4 CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER CDR STD PLAN 101. OCONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. O6 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL PER WSDOT STD PLAN F.40.12-03. O7 CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. Og CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET FOLD. O9 NOT USED. 10 CONSTRUCT CAST -IN -PLACE WALL PER SHEET WD1. 11 ADJUST DITCH BASIN. 12 ADJUST MANHOLE. 13 ADJUST VALVE BOX. 14 CONSTRUCT CENTER MEDIAN PER DETAIL I, SEE SHEET RDIO. 15 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. Sfi CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND WD3. 17 INSTALL MONUMENT CASE AND COVER. 18 SEESHEET E30 FORSIDEWALK DETAIL. OCONSTRUCT 5'XS'X6" THICK CONCRETE PAD AROUND 19 HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. LEGEND: — — — — — RIGHT-OF-WAY — — — TEMPORARY CONSTRUCTION EASEMENT CEMENT CONIC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALKIDRIVEWAY ENTRANCE HMA C01" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMACL "PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA -SEE LANDSCAPE PLANS HMA CL Y22" PG 64-22 FULL DEPTH ROADWAY 777ZHMA CL /2" PG 64-22 2" MIN OVERLAY DRDxov7 SURVRED I DUVALL AVE NE DRAWING No. RD5 : DRAWN BY: CID CITY OF RENTON AA�4 PUBLIC WORKS DEPARTMENT PRWECTNO. 2141779045 DESIGN BY: M TRANSPORTATION DIVISION CONFORMED SET FED AID NO. CHECK BY: no PLAN AND PROFILE APP RCONSTRUCTION � PRW MDR: WC��,wTw, STA 903W0TO STA 908+00 DATE: JEgZOii NUMBER REDATE FILE: PU214177S045-RD.dwB VISION DESCRIPTION By APP. ' —�� B DATE'6� SHEETS OF 10 SHEETNO. 21 OF % NOTES: 1 CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. OCONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102, OCONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. O4 CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER CDR STD PLAN 101. OCONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. O6 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL PER WSDOT STD PLAN F.40.12-03. O7 CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. Og CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET FOLD. O9 NOT USED. 10 CONSTRUCT CAST -IN -PLACE WALL PER SHEET WD1. 11 ADJUST DITCH BASIN. 12 ADJUST MANHOLE. 13 ADJUST VALVE BOX. 14 CONSTRUCT CENTER MEDIAN PER DETAIL I, SEE SHEET RDIO. 15 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. Sfi CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND WD3. 17 INSTALL MONUMENT CASE AND COVER. 18 SEESHEET E30 FORSIDEWALK DETAIL. OCONSTRUCT 5'XS'X6" THICK CONCRETE PAD AROUND 19 HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. LEGEND: — — — — — RIGHT-OF-WAY — — — TEMPORARY CONSTRUCTION EASEMENT CEMENT CONIC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALKIDRIVEWAY ENTRANCE HMA C01" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMACL "PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA -SEE LANDSCAPE PLANS HMA CL Y22" PG 64-22 FULL DEPTH ROADWAY 777ZHMA CL /2" PG 64-22 2" MIN OVERLAY DRDxov7 SURVRED I DUVALL AVE NE DRAWING No. RD5 : DRAWN BY: CID CITY OF RENTON AA�4 PUBLIC WORKS DEPARTMENT PRWECTNO. 2141779045 DESIGN BY: M TRANSPORTATION DIVISION CONFORMED SET FED AID NO. CHECK BY: no PLAN AND PROFILE APP RCONSTRUCTION � PRW MDR: WC��,wTw, STA 903W0TO STA 908+00 DATE: JEgZOii NUMBER REDATE FILE: PU214177S045-RD.dwB VISION DESCRIPTION By APP. ' —�� B DATE'6� SHEETS OF 10 SHEETNO. 21 OF % V BEGIN, 032.5'ATT MATCH EXISTING PI 450' 440' NOTES: 1 CONSTRUCT CEMENT CONC DRIVEWAY ENTRANCE SEE DW SHEETS. O2 CONSTRUCT CEMENT CONC SIDEWALK PER CDR STD PLAN 0.0'LT 4 BEGIN 909+00 R=5,5' — ----- -- - C-LINE ................. 910+00 .-- ................................. .................... DUVALL AVENUE NE — — — — — — — — — — — — — — — — — — — — — 1 EL=439.20' - K=161.52 PVI STA 909+12'., EL=438. STA 909+�2.57 439.17_ EL=438.75' K=161.01 p OCONSTRUCT CEMENT CONIC. TRAFFIC CURB AND GUTTER PER w CDR STD PLAN 101. w = 4 CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COB STD O32.5'LT 3 AP rn W w + .m-I OCONSTRUCT O PLAN 101, CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONIC. CURB RAMP TYPE PARALLEL PER WSDOT 5TO PLAN F-4012-03 ::--_::....... : _. PI STA 912+93.50 EL=434.54' K=647.63 'VI STA 911+05.40 L=437.05 EXISTING GRADE C-LINE(TYP) PROPOSED GRADE AT C-LINE (TYP) 000NSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. w Z = U Og (D CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET RD30. NOT USED. 3.8,E L 10L CONSTRUCT CAST -IN -PLACE WALL PER SHEET WDl. RT \mil BEGIN, I it ADJUST CATCH BASIN. MATCH EXISTING 12 ADJUST MANHOLE. 13 ADJUST VALVE BOX. 14 CONSTRUCFCENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. IS CONSTRUCT CEMENT CONIC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. 16 G CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2AND W D3. 17 INSTALL MONUMENT CASE AND COVER. 18 SEE SHEET EIO FOR SIDEWALK DETAIL. 450 CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND G HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. LEGEND: — — — — — RIGHT-OF-WAY - - - - — — — TEMPORARY CONSTRUCTION EASEMENT CEMENT CONIC. SIDEWALK CUSS 4000 CEMENT CONC. _8 0- SIDEWALK/DRIVEWAY ENTRANCE m HMA CL PG 6422 WITH FULL DEPTH RECYCLED PAVEMENT m < G m HMACL PG 64-22 DRIVEWAY u T APPROACH w LANDSCAPE AREA- SEE LANDSCAPE PLANS ®HMA CL 3/2" PG 64-22 FULL DEPTH ROADWAY 430' HMA CL Y22" PG 64-22 2" MIN OVERLAY EXISTING GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE(TYP) e ^< d < e a d < < d < d a a e ^ a a e a a s e a a e a a s a e a a a 908+00 909+00 910+00 911+00 912+00 913+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' OROV( SURVEYED: Gc DUVALLAVE NE DRAWING NO. RD6 °A dr o DRAWN BY: ao CITY OF RENTON Ra PUBLIC WORKS DEPARTMENT PROIER NO. 2161T19005 DESIGN BY: OVS *OVR"NSTRUMON SPORTATION DIVISION o < CONFORMED SETFfO AID NO. CHECK BY: JLD PLAN AND PROFILE fB]n v�x�wxu A DATE: FEB 201�..FROI MGR: CMC w ' /t � STA 908+00 TO STA 913+00 NUMBER REVISION DESCRIPTION BY AFP. DATE fILE: PU2141JJ9015-AD.dw{ .warm BDATE : / SHEET6 OF 10 SHEET NO. 22 Of 94 TRANSITION WEST SIDE CROSS STA 915+60, SLOPE FROM -3%TO-2% BEGIN WEST SIDE CROSS STA 914+85.2, SLOPE TRANSITION END WEST SIDE CROSS SLOPE TRANSITION LO w H H w 13 Z 2 STA 913+03.8, 38.0'RT 30 BEGIN V HIGH WALL STA 914+27.4,- 38.0'RT STA 914+29.9, 10 40.5'RT 102305-9277 AP - C-LINE ... ................. .............. STA 916+31.2, pry5 R=5.5' 34.3'RT 1 PRIVATE DWY _._.... RELOCATE OSEE SHEET DW1 NE / EX MAILBOX STA 916+85.5, 32.5'RT 914+42.7, STA 915+80.0, _ _ STA 916+27.3, - - _ 'RT 38.0'RT 38.0'RT AP STA 936+29.9, STA 916+67.8, END T HIGH WALL, 40.5'RT AP 38.1'RTAP 914+40.2, BEGIN 4'HIGH WALL STA 916+40.2, 40.5'RT AP EL=428.02' m g K=736.60 P $ O o Nr m g >q 8^ STA 0.-00 _ N n .80 EL=432.80 PVI STA 913+35.32 m m m ___2.33% EL=431.98 N ro __________________ U ,vc -1.94% mw P O K 430'_____________________ _ _ N^ PVI STA 915+80.09 >� EL=427.20 PROPOSED GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) PROPOSED GRADE C-LINE (TYP) AT as gm 'a 913+00 914+00 915+00 PROFILE HORT2: 1"=20' VERT: I"=4' SURVEYED: DRAWN BY: CID DESIGN BY: DVS CHECK BY: AD PROD MGR: CMC FILE: PU21417 9 -RDA. 40.5'RTAP STA 916+67. 41.0'RT P STA 916+42.7, J 38.0'RT AP PROVIDE MAXIMUM .- CONCRETE HYDRANT PAD 19 WIDTHWITHINROW ` PLAN SCALE IN FEET = 0 20 ®0 70' VC STA 916+1! EL=425.98' K=735.91 STA 915+80.30 a e a v a 916+00 CONFORMED SET I STA 917+18.0, 38.0'RT END 1' HIGH WALL IsBEGIN I 40.1'8 T END 4' LHIGH WALL STA 916+75.9, 38.0RT, AP STA 916+72.2, 38.1'FIT AP STA 916+72.2, 41.0'RTAP as va a g a v 917+00 CHURCH DWYS SEESHEETDW2 STA 917+96.2, 32.5'LT STA 917+33.0, 38.0'RT END 16 BEGIN V HIGH _ - STA 917+330, 438'RTAP �STA 917+18.0, / 43.8'RT AP STA 916+95.0, 38.2'RT AP 12 STA 916+91.2, 102305-9081 40.2'RT BEGIN V HIGH WALL EXISTING GRADE AT C-LINE (TYP) CITY OF RENTON PUBUCWORKSDEPARTMENT TRANSPORTATION DIVISION 7, t . NOTES: 1 CONSTRUCF CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. OCONSTRUCT CEMENT CONC. SIDEWALK PER CDR STD PLAN a0 102. O OCONSTRUCT CEMENT CONIC. TRAFFIC CURB AND GUTTER PER w COB STD PLAN 101. w = X) O4 CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER CDR STD w PLAN 101. w O CONSTRUCT CEMENT CONC. TRAFFIC CURB PER CDR STD CDPLAN 101. W O CONSTRUCT CEMENTCONC. CURB RAMP TYPE PARALLEL PER WSDOT STD PLAN F-40.12-03. m F 0 CONSTRUCT CEMENTCONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. w Z Og CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER J DETAIL 2, SHEET RDIO. 2 QO NOT USED. 10 CONSTRUCT CAST -IN -PLACE WALL PER SHEET WDI. 11 ADJUST CATCH BASIN. 12 ADJUSTMANHOLE. 13 ADJUST VALVE BOX. 14 CONSTRUCT CENTER MEDIAN PER DETAIL I, SEE SHEET RD10. 15 G CONSTRUCT CEMENT CONC CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. 16 CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND WD3. 17 INSTALL MONUMENT CASE AND COVER. 18 SEESHEET EIO FORSIDEWALK DETAIL. CONSTRUCT S'XS'X6" THICK CONCRETE PADAROUND 19 HYDRANT PER CDR STD PLAN 310.1, SEE WA SHEETS. LEGEND: - - - - - RIGHT-OF-WAY 440' - - TEMPORARY CONSTRUCTION EASEMENT CEMENT CONC. SIDEWALK CLASS 4DDO CEMENT CONC. r. SIDEWALK/DRIVEWAY ENTRANCE HMACPG64-22 WITH FULL DEPTH RECYCLEDED PAVEMENT HMA CL 2/1' PG 64-22 DRIVEWAY APPROACH 430' LANDSCAPE AREA -SEE LANDSCAPE PLANS HMA CL%" PG 64-22 FULL DEPTH ROADWAY � HMA CL Y2" PIS 64-22 2" MIN OVERLAY 420' 918+00 DUVALL AVE NE PLAN AND PROFILE STA 913+00 TO STA 918+00 SHEET 7 OF 10 DRAWING NO. RD7 PROJECT NO. 2141779045 FEDAIDNO. DATE: -EM2= SHEET NO. 25 OF 94 CHURCH DWY NSTA 919+70.1, 14 1e NOTES: - SEE SHEET DW2 I—74.4'LT, 3 1 CONSTRUCTCEMENT CONIC. DRIVEWAY ENTRANCE SEE DW STA 9132.5T N BEGIN O I 516970-0095 149450-0050 O SHEETS. 32.5'LT J n `H-• I� STA 919+69.2, ��,•-I I. 59.0'LT,O O2 CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN -`STA 919+46.3, w PC 1 GROCERY BACK DWV STA 921+85.31 102. 46.8'LT, 2 I SEE SHEET DW3 38.0'LT LU gyp /' O END II 6 SEESHEETGR6 6 STA 921+43.9, -BEGIN O — _ O3 CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER _ ' r- SEE SHEET GR6 II 12 1B 32.5'LT L COR STD PLAN 101. — — — — — — " " - " • ' •.' •T v. A� Q O4 CONSTRUCT CEMENT CONIC. PEDESTRIAN CURB PER COR STD t .�.. ..... .. PLAN 101 CONSTRUF X9191+00 A 919+29.6, R=24 a a~ w OpLAN IOI�CEMENT CONIC. TRAFFIC CURB PER COR STD C) 32.5'LT PC R=15' STA 919+91.7, Q 13 n 32.51T WATER MAIN TO BE -Ly CONSTRUCTCEMENTCONIC. CURB RAMP TYPE PARALLEL ABANDONED PER SP SHEETS PER WSDOT STD PLAN F-40.12-03. � -'- I STA 919+35.21 PT 3STA922+90,LU 00 920+00 O 921+00 -39,5'LT $ O CONSTRUCT CEMENT CONIC. CURB RAMP TYPE SINGLE - 922+00 + DIRECTION A PER WSDOTSTD PLAN F-40.16-03. 18+78.0, p STA 919+52 5, 92 rY1 = 38.0'RT a�' STA 918+98.5, 0.1'RT PI STA 919+91.70 PN O U GH WALL 38.0'RT 17a ay9 C-LINE g CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER TD/ON WALL END 1611 13 DUV LAVENUE NE Q DETAIL 2, SHEET ROJO. VTO 2' _ ONOT USED. BEGIN SOP P P STn919+55.9, Z 10 CONSTRUCT CAST -IN -PLACE WALL PER SHEET WD1. 'RT, O = 11 ADJUST CATCH BASIN. EN _ H STA 918+27.4, r a 12 ADJUST MANHOLE. J 38.WITT, AP STA 918+98.5, CURB AND GUTTER AND SIDEWALK ri', � 13 ADJUST VALVE BOX. STA 918+29.9, 43,8'RT STA 919+33.8, l0 CURBREPAN NEEDED, SEE SIDEWALK 4 STA918+ STApRT, AP.7, AP 41.2'RT, O -- 14 CONSTRUCT CENTER MEDIAN PER DETAIL I, SEE SHEET RDIO. STA9.5'RT, P TA 918+78 I END T HIGH WALL 7 SEE SHEET GR5 15 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, 40.5'RT, AP STA 918+78.0, 102305-9081 STA 919+25.8, PER WSDOT STD PLAN F-40.12-03. 43WALL 38.1'RT, AP BEGIN 2' HIGH WALL END 2' HIGH WALL 16 CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND BEGIN TRANSITION WALL HEIGHT PLAN WD3. FROM 2'TO I' 'j SCALE IN FEET ® 17 INSTALL MONUMENT CASE AND COVER. 0 20 40 SEE SHEET EIO FOR SIDEWALK DETAIL. 430 j0 IB CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND 19 HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. LEGEND: - — — — - RIGHT-OF-WAY -- - — — TEMPORARY CONSTRUCTION EASEMENT PVI STA 919+26.00 ' CEMENT CONC. SIDEWALK EL=419.33 CLASS 4000CEMENT CON ---------------- --- T r EXISTING GRADE AT SIDEWALK/DRIVEWAY ENTRANCE 420' - / C. C-LINE (TYP) - - __ _. 420' 1 HMA CLD1" PG 64-22 WITH FULL DEPTH ---1.96%-- RECYCLED PAVEMENT HMA CO/2" PG 64-22 DRIVEWAY __-_-_-_--- -_----APPROACH LANDSCAPE AREA -SEE LANDSCAPE PLANS ®HMA CL Y22"PG 64-22 FULL DEPTH EL=415.42 ROADWAY 410''- -- - - - - -- -- --- - - - - - - - -- -- - -410' HMA CL ji°PG 64-222"MIN OVERLAY EXISTING GRADE AT PROPOSED GRADE AT .. - C-LINE (TYP) � � C-LINE (TVP) m mIq q w ,a a n m n d n 918E+00 919+00 920+00 - - -- - - 921+00 922+00 - _ - - - 923+00 PROFILE HORIZ: 1"=20' VERT: V=4' SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWINGNO. RD8 U DRAWN BY: CID FaM � PUBLIC WO0.K5 DEPARTMENT PROJECT NO. 214ll2344S DESIGN BY: DVS TRANSPORTATION DIVISION < INFORMED SET FED AID NO. CHECK BY: 1LD PLAN AND PROFILE APPP E PCONSTRUCIION PRO: PMENU21 CMC ' STA 915+EE TO STA 923+00 DATE: _Ttg�oaa. YUMBE0. REVISION DFSCRIPTION BY APP. DATE FILE: PU2141J]9019-RD.dwQ :=w.�....� RYA DATES SHEET80F 10 SHEETNO. 24 OF 94 IGROCERY 5 DWYO1 5DW3 STA 923+51.1, 32. 32.5'LT 15 149450-0050 \ GROCERY N DWY SEE SHEET DW4 O STA 926+45.8, 32.51T r � � Z -- WATER MAIN TO BE m C-LINE ABANDONED PERSP SHEETS DUVALL AVENUE NE D - -- - ---- 924+00_ 925+00 926+00 00 PT STA 925+05.86 N — PI STA 926+63.97 - + yo PC STA 924+04.62 405 — 00 /b !n m m = e m m_ _ _ _ — -- — — _ _ _ _ _ — — — — — — + W 42W 410' EXISTING GRADE AT n C-LINE (TYP) � N P;3' PLAN = SCALE FEET 0 40 350' VC K=91.62 PROPOSED GRADE AT C-LINE (TYP) 400' EXISTING GRADE AT [PROPOSED GRADE AT C-LINE(TYP) C-LINE(TYP) 923+00 924+00 925+00 926+00 PROFILE HORIZ: V=20' VERT: V=4' 110 �� U' 405 16 516970-0092 33DTT END MATCH PI STA 927+59.65 ------ —--------- 420' 410' 400' 927+00 928+00 NOTES: CONSTRUCT CONC. DRIVEWAY ENTRANCE SEE DW 1 SHEETS. OCONSTRUCT CEMENT CONC. SIDEWALK PER COB STD PLAN 202. OCONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COB STD PLAN 101. O4 CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COB STD PLAN 101. OCONSTRUCT CEMENT CONC. TRAFFIC CURB PER COB STD PLAN 101. O6 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL PER WSDOT STD PLAN F-40.12-03. O7 CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. OCONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET ROLE. ONOTUSED. 10 CONSTRUCT CAST -IN -PLACE WALL PER SHEET WDI. 11 ADJUST CATCH BASIN, 12 ADJUST MANHOLE, 13 ADJUST VALVE BOX. 1a CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. 15 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. 16 CONSTRUCT CAST -IN -PLACE WALL PER SHEETS WD2 AND WD3. 17 INSTALL MONUMENT CASE AND COVER. IB SEE SHEET ESO FOR SIDEWALK DETAIL. 19 CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND HYDRANT PER COB STD PLAN 310.1, SEE WASHEETS. LEGEND: -- RIGHT-OF-WAY TEMPORARY CONSTRUCTION EASEMENT CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE HMA CL Y2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL Y2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA- SEE LANDSCAPE PLANS HMA CL 1/2" PG 64-22 FULL DEPTH ROADWAY HMA CL 1/3" PG 64-22 2" MIN OVERLAY OROV7 SURVEYED: DUVALLAVE NE DRAWING NO. RO9 ,.� CITY OF RENTON oY DRAWN BY: UD Fa? k PUBLIC W TRANSPORTATION DIVISION NT PROFEOAID NO. 3141JJ_�OgS DESIGN BY: DVS TRANSPORTATION DIVISION < CONFORMED SET DATE: NO. CHECK BY: 1LD PLAN AND PROFILE yaw APPROV CONSTRUCTION PATE: FEB 20II PROI MGR: CMC STA 923+00 TO END NUMBER REVISION DESCRIPTION BY �AIIDAT� FILE: PU21417J9045-R.Al m>��+*om BY' DATE: SHEET 9 OF 10 SHEET NO, i5 Of 94 A AI J C-LINE STA 895+08 TO STA 898+03 C-LINE STA 902+12 TO STA 903+97 C-LINE STA 909+12 TO STA 915+81 DETAIL NO SCALE TYP R1.5" (TYP) 0 TOWARDS TRAFFIC 43 REBAR @ 2' SPACING NOTES: OOBJECT MARKER SIGN TYPE OM3-L. R5.5' FINISHED LANDSCAPING GRADE TOWARDS LANDSCAPING C-LINE STA 909+12 TO STA 915+80 MODIFIED CEMENT CONC. EXTRUDED CURB TYPE 6 DETAIL NO SCALE TYP SEE WSDOT STD PLAN F-10.42-00 THICKENED EDGE DETAIL NO SCALE TYP IST4 i N5T�.1 i DRIVEWAY WIDTH DRIVEWAY CROSS SECTION CONSTRUCTION NOTES: OHMA CL %" PG 64-22 OCRUSHED SURFACING TOP COURSE i �4 O CEMENT CONCRETE TRAFFIC CURB PER COB STD PLAN 101 GRAVEL DRIVEWAY CROSS SECTION NO SCALE TYP DRIVEWAY WIDTH i `VX4` HMA DRIVEWAY CROSS SECTION /q1 NO SCALE TYP DRIVEWAY WIDTH N�'1��� 'd+T4-1 HMA DRIVEWAY WITH TRAFFIC CURB CROSS SECTION NO SCALE TYP onavl SURVEYED I DUVALL AVE NE DRAWING No. RD10 oRgwN er: uD CITY OF RENTON - PUBLIC WORKS DEPARTMENT PROJECT NO. d191P3215 jI A O DESIGN BY: DVS TRANSPORTATION DIVISION < CONFORMED SET FED AID NCHECK O. PAMMY: JUDOA gPPRV ONSTRUCTION CONSTRUCTION AND ROADWAY DETAILS DATE: �Ee-xo2z_ PRO: PU21 CMC �nw x� aurt im 7 / NUMBER REVISION DESCRIPTION BV APP. DATE '^""' FILE: PU3101JT9005-RD.dw9 ::.�p�w�x..mr� � BY DATE. SHEET 100E 10 sXEEr No. zfi OF 9a DUVALL AVENUE NE 32.50' RT FL, PT EL423.63 r R=20' STA 891+93.82 REVERSE DRAIN ECON MATCH I TOC EL 424.13 32.50'RT 23 EXISTING DRAINAGE CONDITION I FL EL 423.74 TOWARDS NE 7TH PL AND DUVALL AVE NE STA 891+77.02 36.53' RT FL, TOC EL 423.37 41.51 RT FL, TOC EL 423.45 TOC EL 423.45- �-TOCEL424.24 GENERAL NOTES: 1. APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTOR SHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPE REQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN. 2, RADIUS CALLOUTS ARE TO FACE OF CURB. 3. RAM P GRADING POINTS REPRESENT ON E M ETHOD OF MEETING RAMP ADA STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADA REQUIREMENTS. 4. CONTRACTOR SHALL PROVIDE SURVEY STAKI NG TO THE LEVE L OF SURVEY ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CURBS, CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY AND STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE CONTRACTOR THROUGH THE USE OF A CONTRACTOR -SUPPLIED, CALIBRATED, 4-FOOT LONG "SMART" LEVEL TO DIGITALLY MEASURE SLOPES. 5. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITY STRUCTURES ARE SHOWN FOR REFERENCE. o ° 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE o ALIGNMENT. ° CONSTRUCTION NOTES: EL 423.37El g g ° e " e .A CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER ° WSDOT STD PLAN F-40.12-03. DO' @ 1.50% 4 4 4.76' @ 2.31% ° p ° O CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN 101. p - 8p6%1 442'18.46 BOW EL 424.22 BOW EL 424.33 O CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN -101. 1N - - - - - - - - - O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.30-02. -D. OR EL 423.45 TOC EL 423.91 -.' "Syt '=6' �� \I R34'/�j�(J� STA 891+70.03 M ro oq,�' 1 2 46.33' RT ti ED, BR EL 423.52 FL, PCC EL 423.72 I LEGEND: \ ADA ELEMENT: -/ �e BOW EL 423.9 ' ElRAMP AP - BOW- ANGLE POINT BACK OF SIDEWALK R=10' m L v PCC l; BR - BOTTOM OF RAMP LANDING El EL - ELEVATION 00 Q - FL - FLOWLINE •tl' �1' SW SIDEWALK LD LANDING R ME -- -- -� PC - POINT OF CURVATURE e+, CROSSWALK PCC- POINT OF COMPOUND CURVE w 1 / - POINT OF REVERSED TOC EL 424.71 / s BOW EL 42464 0 DRIVEWAY PTC- POINTOFTANGENCYCURVE i STA 891+71.41 / tl" PRC I ME MAXIMUM EXTENT FEASIBLE STA - SW - STATION SIDEWALK 55.24' RT y�� R14.5 ' TOC- TOP OF CURB FL, PRC EL 424.33 DUVALL AVE NE/NE 7TH PL TR - TOP OF RAMP R_g � $ BOW EL 425.20 NE CORNER - - - SAMPLE GRADE BREAK 0 TOC EL 425.12 RAMP DETAILlclkk @ 1.50% I SCALE IN FEET Z STA 891+73.01 5.00 s S9.20' RT ° I 0 3 FL EL 424.62 A SW 3 ° p -MATCH EXISTING MATCH EXISTING i STA 891+73.07 61.36' RT I F4 MATCH EXISTING SURVEYED: A�CcoxoY, CITY OF RE NTO N DUVALL AVE NE DMWING NO. 1 N DRAWN BY: MR a fi PUBLIC WORKS DEPARTMENT PROJECTNO. 214279� DESIGN BY: DVS o �TRANSPORTATION DIVISION ` CONFORMED SET PLAN GRADING fEDAIDNO. CHECK BY: MEK AP P OV ONSTRUCTION DATE: FEB 2021 PRO: MGR: CMC " �„„" °°, �,'�° �2 IF NE 7TH PL NE CORNER NUMBER REVISION DESCRIPTION By FPP. PATE �"' FILE: PU2341]]904E-GR.tlwg ��r.�nk� w B" DnrE:' SHEET10F6 SHEET NO, 27 OF 94 a 0 N DUVALLAVENUE NE /r4.00' @ 1.50% FL EL 425.22 STA 892+86.56 / STA 892+90.56 FL EL 425.49 32.50' RT� /32.50' RT _ FL 6.00'@6.83%-/ 00000000 0 000000 8,00'@7.75% a 4 TOC EL.425.'E2 TOC EL 42531 o000000000000000 0 TOC EL 425.37 TOC EL 425A TOC EL 426.36 ° e A SW E E E SW e° D p C. n S g S g '6 4 SW e 4 4 1 4 BOW EL 425.81 6.00' @ 6.83% 4.00' @ 1.50% 8.00' @ 7.75% LD, BR EL425.40 BOW EL 426.45-/ LD, BR EL425.46 BOW EL 426.08 DUVALL AVE NE/NE 8TH ST SECORNER RAMP DETAIL jCk SCALE IN FEET I 0 3 6 DUVALL AVENUE NE 4.00' @ 0.50% FL EL 426.03 STA 893+50.39 STA 893+54.48 32.50' RT 4 32.50' RT FL EL 225.90� ��FL EL 425.92 i O/J. 7.00'@6.57% oo 000 000 9.00,@6 °TOD TOC EL 425.90 ao0o 000 o00000000 oa o0 oo 00o EL 426.53 Nt n TOC EL 425.92 Q ti n El ti ( R ° SW g g S a O `° e 16 1 16 ° e 7.00' @ 6.57% 4.00' @ 0.50% 9.00' @ 6.78% LD, BR EL 425.99 LD, BR EL 426.0 BOW EL 426.62 DUVALL AVE NEME 8TH ST NECORNER RAMP DETAIL SCALE IN FEET = 0 3 6 GENERAL NOTES: 1. APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTOR SHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPE REQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN. 2. RADIUS CALLOUTS ARE TO FACE OF CURB. 3. RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADA STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADA REQUIREMENTS. 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CURBS, CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY AND STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE CONTRACTOR THROUGH THE USE OF A CONTRACTOR -SUPPLIED, CALIBRATED, 4-FOOT LONG "SMART' LEVELTO DIGITALLY MEASURE SLOPES. S. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURESAND UTILITY STRUCTURES ARE SHOWN FOR REFERENCE. 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE ALIGNMENT. CONSTRUCTION NOTES: OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER 1 WSDOT STD PLAN F-40.12-03, OCEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN -101. O3 CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN -101. 0 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. LEGEND: ADA ELEMENT: AP - ANGLE POINT El RAMP BOW- BACK OF SIDEWALK ElLANDING BR - EL - BOTTOM OF RAMP ELEVATION SW SIDEWALK FL - LD - FLOWLINE LANDING CW CROSSWALK PC - PCC- POINT OF CURVATURE POINT OF COMPOUND CURVE ❑D DRIVEWAY PRC- PT - POINT OF REVERSED CURVE POINT OF TANGENCY ME MAXIMUM EXTENT FEASIBLE STA - SW - STATION SIDEWALK TOC- TOP OF CURB TR - TOP OF RAMP - - - SAMPLE GRADE BREAK OROV� SURVEYED: e�N CITY OF RENTON DUVALL AVE NE DRAWING NO. DRAWN BY: MR Ra DESIGN BY: DVS PUSUC WORKS DEPARTMENT PRW ECTNO. 2141779Ji45 TRANSPORTATION DIVISION < CONFORMED SET FED AID NO. CHECK BY: MEK pppq E NSTRUCRON PLAN AND GRADING FED 2021 PRIM MGR: CMC ",""",„„„� .J'b NE STH ST SE AND NE CORNERS DATE' NUMBER REVISION DESCRIPTION BY APP. DATE �'�'"' FILE: PU2141779045-GRAY+{ Tmnu,�.Mr� �' BY: DATE' SHEET20F6 SHEET NO. 28 OF 94 4 p n p u 4 e e � e n nn p p 4 p 4 04 a a 12 N DUVALLAVENUE NE 32.50' RT FL, PC EL, o n n A4 e N e p p SW Y n a o g a � e n DUVALL AVE NEME 9TH ST SE CORNER RAMP DETAIL SCALE IN FEET Z 0 3 6 @ 7.5: A = ATA 899+61.06 3.89'RT L EL 432.90 TOC EL 432.90 ,6.63' @ 0.88% BR EL4321 : EL 433.31 EXISTING STA 899+67.07 36.95' RT MATCH EXISTING GENERAL NOTES: 1. APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTOR SHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPE REQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN. 2. RADIUS CALLOUTS ARE TO FACE OF CURB. 3. RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADA STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADA REQUIREMENTS. 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CURBS, CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY AND STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE CONTRACTOR THROUGH THE USE OF A CONTRACTOR -SUPPLIED, CALIBRATED, 4-FOOT LONG "SMART" LEVEL TO DIGITALLY MEASURE SLOPES. S. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITY STRUCTURES ARE SHOWN FOR REFERENCE. 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLI NE ALIGNMENT. CONSTRUCTION NOTES: OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER 1 WSDOT STD PLAN F-40.12-03. OCEMENT CONIC. PEDESTRIAN CURB PER CITY STD PLAN -101. OCEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN -101. O4 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.30-02. LEGEND: ADA ELEMENT: AP _ ANGLE POINT MR RAMP BOW- BACK OF SIDEWALK M LANDING BR - BOTTOM OF RAMP EL - ELEVATION SW SIDEWALK FL - FLOWLINE U) - LANDING N PC - POINT OF CURVATURE CROSSWALK PCC- POINT OF COMPOUND CURVE PRC- POINT OF REVERSED CURVE ❑D DRIVEWAY PT - POINTOFTANGENCY u.I Z ME MAXIMUM EXTENT FEASIBLE STA - STATION SW - SIDEWALK TOC- TOP OF CURB TR - TOP OF RAMP — — — SAMPLE GRADE BREAK OROV) SURVEYED: I DUVALL AVE NE DRAWINGNO. GR3 �` DRAWN BY: MR CITY OF RENTON Fib PUBLIC WORKS DEPARTMENT PROIECTNO. 1411411 779D445 DESIGN BY: OVS TRANSPORTATION DIVISION A - CONFORMED SET FED AID NO. CHECK BY: MEK APP V CONSTRUCTION PLAN AND GRADING PROI MGR: CMC .0 TMTM,�q" °U=;IN ,L NE 9TH ST SE CORNER DATE: �j_ NUMBER REVISION DESCRIPTION BY APP. GATE "'�" FILE: PU3141779045-GR.4w8 »� w,er BY: DATE: + SHEET 3 OF 6 SHEET NO. 39 OF 94 BOW EL 437.45 TOC EL 437.45 BOW EL 437.42 a ° Xan a.+ ° NT @$ g p ° a0C EL437.35-\, 3197' r' 32.50'LT L` FL, PC EL 436.85 DUVALLAVENUE NE LID, BR TOC 5.00' @ LD EL 437.04 TOC EL 437.54 TOC EL EL437.37 STA 905+99.68 32.82' LT FL EL 436.87 DUVALL AVE NEME LOTH ST SW CORNER RAMP DETAIL SCALE IN FEET Z 0 3 6 El STA 906+09.39 36.60' LT FL EL 436.93 R=25' @ 4.29% GENERAL NOTES: 1. APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTOR SHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPE REQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN. 2. RADIUS CALLOUTS ARE TO FACE OF CURB. 3. RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADA DUVALL AVENUE NE STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELD STA 905+96.60 STA 906+01.69 ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADA 3T 33.02'RT REQUIREMENTS. STA 905+9432 FLL,, PPCC EEL 436.58 LID, BR EL 436.64 32TOC EL 436.93 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY FL EL 436.56 3fi.56 TOC EL 436.64 ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CURBS, TOC EL 437.06 534'@1.31% STA 906+06.86 CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY AND 34.70' RT STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE 2.2 ' @ 5.75% 5.02' S 75% 4 FL EL 436.71 CONTRACTOR THROUGH THE USE OF A CONTRACTOR -SUPPLIED, CALIBRATED, "SMART" 0 4-FOOT LONG LEVEL TO DIGITALLY MEASURE SLOPES. 3 00000 TOC EL 436.71 ° 0000000 0 00000000000 5. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITY SW ° R� 000 000000 STRUCTURES ARE SHOWN FOR REFERENCE. n ° 0 000 1 p L B. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE ° 7 8 BOW EL 437.iS ° ,d ft � 11Z R=25' ALIGNMENT. LD EL 436.96 -TOCEL437.46 ° g 8 e 6, 7� CONSTRUCTION NOTES: 2.28'@ 1 STA 906+16.52 CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER EL43 BOW EL 437.00 El42.39' RT O WSDOTSTD PLAN F-40.12-03. t; 3.79' @ 6.72% 9 •70., FL EL 437.16 = TOC EL 437.49 O CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN -301. LID, BR EL 436.74 � ® 4.03'@1.59% �9� g 4-INCH CURB O CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN -301. 4a�DD w ED, SR EL 436.81 Z 3 O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. ° STA 906+19.29 �� 47.01' RT (D CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B PER FL EL437.36 WSDOTSTD PLAN F-40.12-03. `STA 906+14.25 BOW EL 437. ° SW TOC EL 437.69 40.78' LT FL EL 436.96 4.10'@4.6 p @0� > a 'o @ 0.48% b� no �'- STA 906+20.70 BOW EL 437.72 R❑ $ 50.85' RT TOC EL 437.72 EL 437.51 6•�,@y.SO'y0 00 CELL 3.03'@3.96% 0000 LD, BR EL 437.60 00000. m H ADA ELEMENT: LEGEND: $ 000o a, O R❑RAMP AP - ANGLE POINT 0 0000 ,a .-I BOW- BACK OF SIDEWALK 00000 q `� ❑ 00000 Q) Z LANDING BR - BOTTOM OF RAMP 5 EL - ELEVATION 00000 SW SIDEWALK FL - FLOWLINE 00000 4 LID - LANDING DUVALL AVE NE/NE LOTH ST 000 CROSSWALK PC - POINT OF CURVATURE SE CORNER LD EL 437.67 6 PCC- POINT OF COMPOUND CURVE RAMP DETAIL TOCEL438.00 u @1.08% �D DRIVEWAY PRC- POINTOFREVERSED CURVE SCALE® Z 2 LD EL 437.61 O OF TANGENCY ❑ PT - POINSTATION ME MAXIMUM EXTENT FEASIBLE STA - STATION 0 6 STA 906+21.60 ° SW - SIDEWALK 3 57.68'RT TOC- TOP OF CURB FL EL 437.61 TR - TOP OF RAMP TOC EL 437.94 --- SAMPLE GRADE BREAK O+TOROVI SLIRVFYFn I CITY OF RENTON DUVALL AVE NE DRAWING NO. GR4 +` u OMWNBY: MR Rig PUBLIC WORKS DEPARTMENT PROJECT NO. 4U_22Z9Q45 o i CHECK Y: DVS CONFORMED SET TRANSPORTATION DIVISION DATE: N0. DESIGN MEK gppR COSTRUCNON PLAN AND GRADING PROD MGR: CIVIC NE LOTH ST SW AND SE CORNERS DATE: FEBj921 NUMBER REVISION DESCRIPTION BY APT. DATE �'„" FILE: PNH41779D45-GRAn '' ffi.�.a.� BY: DATE: SHEET 4 OF 6 SHEET NO. 30 OF 90 DINITIGI I WLXTJ :1 \ 111 Q \ 19 STA 906+70.94- 35.41' RT FL EL 437.34 TOC EL 437.34- 38."' RT FL EL 437.25 TOC EL 437. p 0 oc ry oc TOC EL 437.59 rye• y�. a• o STA 906+59.91 42.77' RT ry' ti� 01 FL EL 437.09 ry' ❑ TOC EL 437.49 Ory s STA 906+56.65 46.47, RT FL EL 436.99 n @y 1 y� e p d° @ TOC EL 437.22 0 a�u A 906+52.59 ^ ;0 R 53.29' RT Fl EL 437.22 q,�` BOW EL 437.58 '. STA 906+94,63 GENERAL NOTES: STA +82.63 32.68' RT R=35' 3.73'RT FL, PT EL437.60 1. APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTOR 3.42'@6.31% F EL 437.59 3 SHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPE STA 906+87.94 REQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN. .07% 0.38 0.38% 32.69' RT ATCH EXISTING 2, RADIUS CALLOUTS ARE TO FACE OF CURB. ADA ELEMENT: LEGEND: 437.8 R❑RAMP qp _ ANGLE POINT 858 2,07% m o °3.yo1'@0.38% 1.97' @ 0.38% MATCH EXISTING 3. RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADA STANDARDS. IT IS THE RESPONSIBILITY OFTHE CONTRACTOR TO MAKE FIELD BOW- BR - BACK OF SIDEWALK BOTTOM OF RAMP p6 6,31% m �! TOC EL 438.09 ADJUSTMENTS AS NECESSARY TO ENSURE RAM PS MEET ALL ADA ❑LANDING EL - ELEVATION B ^ El ®1 ^ @1 SW. REQUIREMENTS. SW SIDEWALK FL - LD FLOWUNE LANDING - 0000 0000 m ,01. 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY CROSSWALK PC - POI NT OF CURVATURE 000o a h ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CW PCC- POINT OF COMPOUND CURVE 000 ~,n CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY AND PRC- POINT OF REVERSED CURVE 5.28' 0.39% STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE D DRIVEWAY PT - POINTOFTANGENCY 4 A97.50% _ MATCH EXISTING CONTRACTOR THROUGH THE USE OF AALLYCONTRACTOR-SUPPLIED,MEASUESLOPES. STA - STATION 5 fi3' BOW EL 438.17 ES.CALIBRATED, 4-FOOT LONG "SMART" LEVEL TO DIGITALLY MEASURE SLOPES. ME MAXIMUM EXTENT FEASIBLE SW - SIDEWALK -;- BOW EL 437.55 2.66'@7.50% TOC- TOP OF CURB I S. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITY TR- TOPOFRAMP 1.65'@ 47 BOW EL 437.97 STRUCTURES ARE SHOWN FOR REFERENCE. _- SAMPLE GRADE BREAK 1 LO, BR EL437.42 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE y. ® ALIGNMENT. / CONSTRUCTION NOTES: 1 OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOTSTD PLAN F-40.12-03. LD„BR EL 437.35 / 2 CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN -101. O j O CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN -101. ODETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.I0A2. CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION TYPE A PER OCONSTRUCT WSOOT STD PLAN F-40.16-03. DUVALL AVENUE NE STA 919+25.41 STA 119+33.85 2 TOC EL 437.31 000 000 32.50' RT F- STA 906+50.58 0 000 � o �°p LD, BR EL 437.31 FL EL 418.670 OFF 36.01 RT 59.04' 437 RT co o b TOC EL 419.17 SW EL 419.13 H FL EL 437.31 00000° � 04Q '-1 3A4' @ 7.31% Z TOC EL 437.1.SOp6 1 ° i ak Eli ° n G b.96,@0so% TR EL 4�9.08 BR FL EL 418.59 EL 418.70 H c 5.35' @ 1,20% LD, SR EL 437.40 ° -+ p .i 5.65' @ 8.50% 2 TOC EL 437.81 ®/ J 2.58' @ 7.80% A SW + Wj e e -- - - - N e S e 1 A 9.68' @ 0.50% 0000 0 "-I °? 'n BOW EL 437.60 ° vi ° N 5 0000 R=10' L+.1 STA 906+49.54 I0 R❑ ^ p 00 0 0 0 65.89' RT n 8✓+ e A D ^ n ME 0°0000 Z FL, PC EL 437.59 m A96• @I ME R 8U o00o FL EL 419.07 1.72'@4.00% a BOWEL419.25 @0 50% $ $ $ 00 00 4.73� 0.94% 0000 1.72' @ 7.31% STA 919+25.44 MN 9.68' @ 0.50% N 5.00' @ 1.64%N 8.45' @ 0. o 0 0 TOC EL437.94 BOW EL437.98 _-- FL EL 437.66 � M 38.01' RT 0 o BE FL EL 419.24 a n STA 919+33.85 BR EL 419.07 4 n OFF 41.01 RT TR EL 419.15 A -Qj SW EL 419.20 n n n TOC EL 438.43 � Ni e 2 STA 919+55.83 FL EL 437.93 BOW EL 439.50 45.26'FIT O 4.77' @ 1.50% MATCH EXISTING CURB DUVALL AVE NE/NE LOTH ST DUVALL AVE NE/NE 12TH ST ° M NE CORNER SE CORNER 3 ° RAMP DETAIL RAMP DETAIL SW SCALE IN FEET Z SCALE IN FEET = -1 n d 0 3 6 0 3 6 ° STA 9G6+41.25 MATCH EXISTING 79.37' RT I MATCH EXISTIN FL, MATCH EXISTING OROV7 SURVEYED: Gt CITY OF RENTON DUVALL AVE NE DRAWING NO. GRS +` u OIIAWNBY: MR Fa� PUBLIC WORKS DEPARTMENT PROIECTNO. 14177 DESIGN B s k 9 o GNBY: CIVIC CONFORMED SET ,^DIVISION c < FED AID NO. CHECK BY: MEK APPR E OSTRUCTION PLAN AND GRADING PROI MGR: CIVIC /� r NE LOTH ST NE CORNER, AND NE 12TH ST SE CORNERS DATE: fEB 2021 NUMBER REVISION DESCRIPTION By aPP. DATE FitF: PU3141]>9W56R.dwo T�....P.m..� BY DATE: SHEET 5 OF 6 SHEET NO. 31 OF 94 MATCH 63.96' LT FL, MATCH EXISTING TOC E STA 919+69.17 58.97' LT FL, PC EL 418.41 51.18, LT FL EL 418.30 TOC EL 418 EXISTING EL418.98 EL 418.87 END OSEE SHEET E8 FOR DETAIL LID, BR EL 418.04 /-TOC EL 418.54 R❑ O 1 A$ R=25' 0 0°° 0000 0 TOC EL 417.96 0o0o0o0o0 c 000 STA 919+77.03 0 � 0. 39.22'LT FL EL 417.96 4 TOC EL 417.88- STA 919+82.22 35.48'LT FL EL 417.88 DUVALL AVENUE NE BR EL 417.96 EL 418.46 / BOW EL 418.16 TOC EL 418.16 2.45'@3,92% BOW EL 417.74 TOC EL 417.74 BOW EL 418.07 ElAP a I0.76'@3.01% 252 e @2,71:K g ° TOC EL 417.67 ae $ ° N a N 10.73' @ 3.03,% N 9.00' @ 7.61% TOC EL 418.0 TOC EL 417.99 STA 919+89.47 STA 919+91.70 3 32.90' LT 32.52' LT TOC EL 416.98- FL EL 417.59 FL EL 417.49 FL EL 417.17 STA 920+10.40 3.12' @ 3.08% 32.50' LT FL EL 416.98 DUVALL AVE NEME 12TH ST NW CORNER RAMP DETAIL Z SCALE IN FEET 0 3 6 $ ti BR EL 417.05 \ EL 417.56 LD, OR EL 416A FTOC EL 417.48 El El 6.00' @ 7.67% V�TOC EL 416.91 `STA 920+15.40 32.50' LT FL EL 416.91 @ 1.50% GENERAL NOTES: 1. APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN. CONTRACTOR SHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPE REQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN. 2. RADIUS CALLOUTS ARE TO FACE OF CURB. 3. RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADA STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADA REQUIREMENTS. 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK, CURBS, CURB RAMPS AND RELATED PROJECT ELEMENTS. TRADITIONAL SURVEY AND STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE CONTRACTOR THROUGH THE USE OF A CONTRACTOR -SUPPLIED, CALIBRATED, 4-FOOT LONG "SMART" LEVEL TO DIGITALLY MEASURE SLOPES. 5. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURESAND UTILITY STRUCTURES ARE SHOWN FOR REFERENCE. 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE ALIGNMENT. CONSTRUCTION NOTES: OCONSTRUCTCEMENT CONC. CURB RAMP TYPE PARALLELA PER WSDOTSTD PLAN F-40.12-03. OCEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN -101, OCEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN -101. ODETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. ADA ELEMENT: R❑ RAMP ElLANDING IOW EL 417.45 OC EL 417.45 SW SIDEWALK ❑D CROSSWALK ° p D❑ DRIVEWAY p ° °° ME MAXIMUM EXTENT FEASIBLE e ° LEGEND: g a AP - ANGLE POINT BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE -TOC EL 417.37 LD - LANDING PC - POINT OF CURVATURE STA 920+21.40 3 PCC - POINT OF COMPOUND CURVE 32.50'LT PRC- POINT OF REVERSED CURVE FL EL 416.87 PT - POINTOFTANGENCY STA - STATION SW - SIDEWALK TOC- TOP OF CU RB TO - TOP OF RAMP - - - SAMPLE GRADE BREAK ORov7 SURVEYED I DUVALL AVE NE DRAWING NO. GR6 +` u DRAWN BY: MR CITY OF RENTON R�4 " PUBLIC WORKS DEPARTMENT PROIECTNO. 41�._7L CONFORMED SET 5 p DESIGN BY: DVS TRAN5PDRTATION DIVISION A < - FED no. CHECK BY: MEK APp OV ONSTRUCTION PLAN AND GRADING PRCJ MGR: CIVIC NE NE 12TH ST NW CORNER DATE: j94y_ NUMBER REVISION DESCRIPTION BY APP. DATE '"""" FIIE: PU2UU779S-GR.dwg ma �"14 BY DATE: SHEET OF SHEET NO. 32 OF 4 04 ADA ELEMENT: SW 5.5'@1.5% CSTA 52+26.0, 34.4'T RAMP MATCH EXISTING El BOW EL 400.17' yE I SW SIDEWALK M N FL EL 399.58' @/ TOC EL 400.08' o I LEGEND: a + 5W I TOC EL 624.05' BOW- BACK OF SIDEWALK e FL EL399.61' w w w BOW EL 424.12' EL - BOTTOMOFRAMP 5.5'@1.5% Z Z FL EL423.55' 5.0'@1.5% EL - ELEVATION D STA 52+18.4, 65.01T I BR EL 399.86' w w X � CSTA 916+94.9, 38.0'RT FL - FLOWLINE 'm m SW - SIDEWALK m BR EL 399.78' j ; e 8R EL 423.93' TOC- TOP OF CURB C STA 916+91.2, 40.2'RT 6 El a a 5.0' @ 1.6% CSTA 916+90.5, 46.0'RT RETAINING WALL- _ > FL EL 423.68'-RIGHTOF WAY LINE BR EL 423.84' 0+46.0 > > STA MATCH EXISTING DRIVEWAY NOTE: DWY STA 0+00.00 o ILk'TA 0+38.0 CONSTRUCT CEMENT CONC. STA 0+40.3 =DSTA 52+04.3 0+00 I 0+55 DRIVEWAY ENTRANCE TYPE - - - - Rl PER COR STD PLAN 104.1. 0+70 STA 0+65.0 I 0 0 STA 0+32.5 m, MATCH EXISTING I STA 0+34.8 DWY STA 0+00.D0 =C STA 916+85A 01 I SEE SHEET RD20, DETAIL 4, FOR nT 5.0'@1.5%'d CROSS SECTION z SEE SHEET RDSO, I ao FL EL 423.93" CSTA 916+80.0,46.0'RT DETAIL4,FOR PT D STA 51+91.5, 47.01T V BR EL 424.10' n I CSTA 916+79.6, 40.1'RT CROSS SECTION I o N D STA 51+91.5, 65.0'LT I a ❑R o BR EL 424.18' R=4' FL EL 399.70' - PC D STA 51+87.5, 51.01LT C STA 916+75.9, 38.0'RT BR EL 399.95' m TOC EL424.65' BOW EL 424.72' m FL EL 424.15' 5.0'@1.5% ,4 ❑BR EL 399.87' R � SW o 5.5'@1.5% FL EL 399.74' P BOW EL400.32' D STA 51+83.4, 51.0'LT I SW TOC EL 400.24' DRIVEWAY AT4TH PLAN PRIVATE DRIVEWAY PLAN® SCALE IN FEET N SCALE IN FEET ® 0510 12'VC 0 5 10 81VC 402' . - - -. - - - - - - PVI STA 0H6.75 402' 427' -- - -_ . .. - - - .. _ - PVI STA 0+42.00 _ - -. _ 427' EL=399.22' EL=424.11' K=1.75 K-0.54 PVI STA 0+40.31 8y -_N - E1=399.7b 401' 426' - - 3 ^ 428' 401'. _. _ - - Qe i PROPOSEDGRADEAT &' DWY CENTER LINE (TYP) PVI STA 0+22.31 PVI STA 0+34.31 > m EL=399.64 EL=400.00 3 m 400' - - - - - - - - 400' 425' EXISTING GRADE AT N n - 425' 3,0p16 DWY CENTER LINE (TYP) �^ 1.50% -3.�% > P �i m / 2.00%. _ _ .1.50%� �% 399' - "7 399' 424' PVI STA 0+00.00 _ _ _ _ _ - - 424' EL=424.48 PVI STA 0+31.50 MATCH EL=423.85 PVI STA 0+32.50 EXISTING EL=423.81 398' . - . - / / � - 398' 423' -. . T . 423' EXISTING GRADE AT PROPOSED GRADE AT PVI STA 0+65.01 DWY CENTER LINE (TYP) DWY CENTER LINE (TYP) EL=396.42397' �5 �422' 422' EXISTING GRADE AT PROPOSED GRADE AT EXISTING GRADE AT PROPOSED GRADE AT DWY CENTER LINE ITYP)� `DWY CENTER LINE (TYP) DWY CENTER LINE (TYP)� DWY CENTER LINE (TYP) 396' ! 396' 421' 421' am 0 8 `Vv 0+70 0+60 0+50 0+40 0+30 0+20 0+10 0+00 0+00 0+10 0+20 0+30 0+40 0+50 0+55 DRIVEWAY AT4TH PROFILE PRIVATE DRIVEWAY PROFILE HORIZ: 1"=S' HORIZ: 1"=S' VERT: 1"=1' CID VERT: 1"=1' CID O{OROV/.' SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWINGNO. DW1 �� G DRAWN BY: ��� PROIER NO. 2141223545 ., o DESIGN BY: PUBLIC WORKS DEPARTMENT SET TRANSPORTATION DIVISION ' FED AID No. CHECK BY: MEK APPR ED 0 TRUCION PROI MGR; CMC DRIVEWAY PLANS AND PROFILES DATE: �Ea ao21 NUMBER REVISION DESCRIPTION BY APP. DATE �'' FILE: PU2141779005-DW.dwo��mn BY: DATE: SHEET OF SHEETNO. 33 OF 94 TOC EL 421.64' W \ C STA 918+05.2, 38.01LT I FL EL 421.14' Z MATCH EXISTING ttJ TOCEL 421.41' 7 \ I Z \\ FL EL 421.24' ; A Q I J I SEE SHEET RDSO, J DETAILS 4, FOR CROSS SECTION I ❑ STq 0+38.0 STA 0+32.5 C STA 917+97.2, 38.OTT MATCH EXISTING I FL EL 421.63' TOC EL 421.80' 1 426' - - 425' 424'' I FL EL TOCE I I CHURCH DRIVEWAYS PLA%& SCALE IN FEET N 0510 v � I C STA 919+00.2, 3 .0' MATCH EXI TIP s SEE SHEET RD10, DETAILS 4, FORCROSSCION I m SECTION DWY STA 0+00.00 = C STA 917+96.2 STA 0+38.0 0+00 I 0+80 — i I Ri I I I C STA 918+71.2, 38 MATCH E%IS INI I I� I I I I I 426' 425' 425' 424' .. _. _ .. III 424' 423' STA 0+38.00 ------ MATCH EXISTING 423' _______________ _-t ..423' 422'. EXISTING GRADE AT PVI STA 0+00.00 ` DWY CENTER LINE (TYP) EL=422.11 1�g 42T. __________________ 422' 421'. 903go — — — - ___ .2.00% 421' PROPOSED GRADE AT 421' 420' PVI STA 0+32.50 DWY CENTER LINE (TYP) EL=421.44 EXISTING GRADE AT DWY CENTERLINE (TYP) PROPOSED GRADE AT DWY CENTER LINE (TYP) 420' --— - 420' 419' 0+65 0+60 0+50 0+40 0+30 0+20 0+10 0+00 0+80 CHURCH DRIVEWAYS PROFILE HORF2: 1"=5' VERT: 1"=1' 0+70 SURVEYED: DRAWN BY: CID c DESIGN BY UD CONFORMED SET CHECK BY: MEK PRW MGR: CMC FILE: PU2141779045-DW.dw r� ADA ELEMENT: TOC EL 419.61' ❑R RAMP FL EL 419.11' SW SIDEWALK LEGEND: TOC EL 411,38' BOW- BACK OF SIDEWALK FL EL 419.21' BR - BOTTOM OF RAMP w EL - ELEVATION Z FL - FLOWLINE W SW - SIDEWALK TOC- TOP OF CURB Z ud RETAINING WALL Q J — —RIGHT OF WAY LINE ❑ STA 0+32.5 — — — DWYSTAO+00.00_ 0+00 = C STA 918+85.7 i u EL 419.83' C EL 420.00' CHURCH DRIVEWAY N PLAN SCALE IN FEET N 0510 - - - 425' - 424' -- 423' ---- 4PVI PROPOSED GRADE AT - -- -- - - --- - --422' PVI STA 0+38.00DWY CENTER LINE (TYP)MATCH EXISTING 421' PVI STA D+00.DO STA 0+32.50 EL=420.19 EXISTING GRADE AT DWY CENTER LINE (TYP) 0+60 0+50 0+40 CHURCH DRIVEWAY N PROFILE HORIZ: 1"=5' VERT: 1'=1' CITY OF RENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION EL=419.52 _________ 420' ?990 - 2.00% _ PROPOSED GRADE AT i DWY CENTER LINE (TYP) 419' ryg a a e as de a 0+30 0+20 0+10 0+00 DUVALL AVE NE DRIVEWAY PLANS AND PROFILES SHEET 2 OF 4 DRAWING NO. DW2 PROJECT NO. 21417759_S FEDAIDNO. DAM: FEB 2021 SHEETNO. M OF 94 TOC EL 414.3i 5.0' p 1.5% ADA ELEMENT: BOW EL 414.32' < FL EL 413.74' CEMENT CONIC. i Y: TOC EL 414.24' S.0'@1.5%' El RAMP PEDESTRIAN CURB m "' OWTOC EL 410.47' u FL TOC L409.' i TOC EL 414.61' o BOW EL 409.97']jg SW SIDEWALK 01 TOC EL d09.90' R=7' --TOCFL EL ' CEMENT CONIC. :m PTCSTA 921+63.9, 42.4'LT '.0'@1.5% FLEL413.87'3.87' PEDESTRIANCURBFTOCL EL9.52'' LEGEND: EL 414.11' TOC EL 410.28' O0 FL EL 409.52' BOW- BACK OF SIDEWALK BR - BOTTOM CEMENT CONC. BOW EL 409.77' VATION RAMP z EL - ELE 'VATION C STA 923+66.3, 58.5LT TRAFFIC CURB OWLINE MATCH EXISTING CURB CEMENTCONC. SW - SIDEWALK TRAFFIC CURB w TOC- TOP OF CURB Q RETAINING WALL r J C STA 921+57.3,49.5'LT ; --RIGHT OF WAY LINE MATCH EXISTING CURB m o ? DRIVEWAY NOTE: j DWY STA 0+00.00 Rl PER COR STD PLAN 104.1. O CONSTRUCT CEMENT CONC. STAO+38.0 STA 0+32.5 =C STA 923+51.0 DRIVEWAY ENTRANCE TYPE STA 0+38.0 _ _ _ 0+70 - - - - - - - 0+00 9+58 STA 0+32.5 DWYSTA 0+00.00 00 STA 0+58.5 STA 0+49.5 = C STA 921+43.9 SEE SHEET RD10, DETAIL n 5, FOR CROSS SECTION SEE SHEET RD30, DETAIL w 5, FOR CROSS SECTION - Z 7 w CEMENT CONIC. C STA 923+35.8, 58.STT TRAFFICCURB Q MATCH EXISTING CURB 5.0' @ 1.6% BOW EL 415.10' Q TOC EL 415.5l' % TOC EL 410.93 FL EL 410.19' PT C STA 921+20.7, 41.7'L7 R=5.5' TOC EL 414,91' BOW EL410.43' n 5.0'@2.5% FL EL 414.81' TOC EL 420.35' CEMENT CONIC. � CEMENT CONIC. PEDESTRIAN CURB TRAFFIC CURB 4 m o TOC EL 410.90' GROCERY BACK DRIVEWAY PLAN FL EL410.4o' GROCERY S DRIVEWAY PLAN � '^ BOW EL410.98 CEMENT CONC. SCALE IN FEET N TOC EL 411.48' 5.0'@1.5% SCALE IN FEET N CSTA921+13.5,49.5'LT PEDESTRIAN CURB MATCH EXISTING CURB 0 5 10 0 5 10 TOC EL 415.50' FL EL 415.00' TOC EL 416.OB' S.0'@1.5% 414' 1 13'VC T 414' BOW EL 415.58' PVI STA 0+52.01 E WilO.5I' K=1.02 418, T___ 418' 413'. . __ _.-,-_ -.- _. _ .413' 8' VC PVI STA 0+45.50 EL=114.93' K=0.93 41T- - 417' 412' - -b - - -412' gNg o 8- i-----------� EXISTING GRADE AT EXISTING GRADE AT N �o� a �� CENTER LINE (TYP) 416' - - d o a CENTER LINE(TYP) 416' 411' a ,0, <� T-------r____ --___ 411' n _- PVI STA 0+38.01 q $ PVI STA 0+38.00 wEd �i' EL=410.10 _- "' m w -- EL=414.58 ------------- � g,�% 2,p0yo PVI STA 0+00.00 415' - - 415' 410' 98q, -� 410' EL=410.53 4.58% -2. PVI STA 0+00.00 PVI STA 0+32.54 I.SD% �< EL=415.01 EL=410.02 PVI STA 0+32.50 PROPOSED GRADE AT 414' - _ -- EL=414.34 - - 414' 409' DWY CENTER LINE (TYP - - _ - - - ----' 409' PROPOSED GRADE AT DWY CENTER LINE [TYP)) EXISTING GRADE AT PROPOSED GRADE AT EXISTING GRADE AT PROPOSED GRADE AT DWY CENTER LINE (TYP) DWY CENTER LINE (TYP) DWY CENTER LINE (TYP) DWY CENTER LINE (TYP) 413' - 413' 408' 408' mq o� a e 0+58 0+50 0+40 0+30 0+20 0+10 0+00 0+70 0+60 0+50 0+40 0+30 0+20 0+10 0+00 GROCERY BACK DRIVEWAY PROFILE GROCERY S DRIVEWAY PROFILE HORIZ: 1"=5' HORIZ: 1"=5' VERT: 1"=1' VERT: 1"=l' D DRov2 suavfre0: DUVALL AVE NE DRAWING NO. DWJ +`awy ongwNBr: u0 CITY OFRENTON Ra b PUBUC WORKS DEPARTMENT PROJECTNO. 2141779M o a c DESIGN BY: UO _ TRANSPORTATION DIVISION CHECK CID CONFORMED SET FEDAIDNO. ..E m APP VE RCONSTRUCION DRIVEWAY PLANS AND PROFILES DATE: �LB2D2i q; -�� PROD MGR: CMC �p� m SHEET OF4 NUMBER REVISION DESCRIPTION By APP. DATE FIUE: PU2141A90C5.DW." T..w. BY: DATE: SHfEi NO. 3S Of 94 BOW EL 405.28't CEMENT CONC. PEDESTRIAN CURB CEMENTCONC. TRAFFIC CURB TOC EL 405.47 - _ _ _-- --- AP C STA 926+62.1, C STA 926+61.5, 50.0'LT 41.6'LT MATCH EXISTING CURB BOW EL 404.97'I SEE SHEET RD10, DETAIL 5, FOR CROSS SECTION - 0+60 STA 0+50D 61 STA 0+38.0 CEMENTCONC. I BOW EL 405.12 TRAFFIC CURS C STA 926+26.8, 50.OTT MATCH EXISTING CURB OCEL405.62' CEMENT CONIC. PEDESTRIAN CURB BOW EL405.50' TOC EL 406.00'- 11' VC i,. PVI STA 0-44.56 408' 407. — 0 406' EL 404.92' C EL 405.21' C EL 404.89' 0+32.5 DWY STA 0300.00 = C STA 926+45.8 0+00 i u EL 404.88' iC EL 405.05' DE 04.9' EL 404.93' GROCERY DRIVEWAY N PLAN SCALE IN FEET N 0510 ---- I_ ------ -_ - _._-. - --409, 408' 407' EXISTING GRADE AT ' DWV CENTER LINE (TYP) - -- -- - 406' PVI STA 0+38.00 -- EL=405.03 ___------ PVI STA 0+00.00 —'� — EL-005.46 405'. _'A.9No _.-�4J5% 1.50% -2.00% 405' PROPOSED GRADE AT PVI STA 0+32.50 DWY CENTER LINE (TYP) EL=404.79 404' EXISTING GRADE AT PROPOSED GRADE AT DWY CENTER LINE (TYP)� DWY CENTER LINE (TYP) 403' ._ - - - - --_ - - 403' a$, oP y yy tg 0+70 0+60 0+50 0+40 0+30 0+20 0+10 0+00 GROCERY DRIVEWAY N PROFILE HORIZ: 1"=5' VERT: 1"=1' ADA ELEMENT: �R RAMP SW SIDEWALK LEGEND: BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE SW - SIDEWALK TOC- TOP OF CURB B� RETAINING WALL RIGHT OF WAY LINE DRIVEWAY NOTE: CONSTRUCT CEMENT CONC DRIVEWAY ENTRANCE TYPE RI PER CDR STD PLAN 104.1 SURVEYED: a4 CITY OF RENTON 0Rovr DRAWN BY: OD DUVALL AVE NE DRAWING NO. DW4 B DESIGN BY: ❑D PUBLIC WORKS DEPARTMENT PROJECFNO. 4213�T9N c TRANSPORTATION DIVISION CHECK BY: MEK CONFORMED SET FEDAIDNO. �uPo ennA wrxxo Nrrt APP VE RCONBTRUCTION DRIVEWAY PLANS AND PROFILES DATE: _FEB_2021 PRIM MGR: CM[ >" s 7 SHEET40F4 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: PU214177904.5-DW.4w � a..�.w.� BY: OATE.� SHEET NO. 36 OF 94 d NORTH CURB AND GUTTER BIOFILTERATION UNIT SEE SHEET SDll — STATION AT BIOFILTERATION UNIT WALLHEIGHT A B C 914+35 1'-0" 3'-9" 1'-0" 916+35 1'-6" 5'-4" 1'-6" 918+35 1'-0" 4'-6" l'-O" TOP OF WALL AN TV WEEP HOLE DRAIN TO DOWNSTREAM CATCH BASIN TOP OF WALL SEE RD SHEETS SIM. A a d 4 ° ° a ° TOP OF SIDEWALK e _ d Id° d d a d b ° a °u d ° ° d ° ° ° ° ° ° ° ° ° e d de d° °° 4 e d ° 1° ° ° e ° ° e d e SOUTH _ d 44 b BIOFILTERATION UNIT SEE SHEET SDll %` CHAMFER (TYP) p5 @ V-0" MAX �o 2'4" MIN LAP SPLICE LENGTH (TYP) 13/"CLR PREMOLDED (ryp) JOINT FILLER g k5 1. . MAXMIN. 15%_ iilliii' 21/i' CURJ a Ili 4" CSTC PER STD. PLAN d d °a SECTION CSTC (TYP) 4J ELEVATION n EXISTING GRADE VARIES — 3" 0 WEEP HOLE @ 2%SLOPE 1/4" CHAMFER (TYP) DRAIN TO DOWNSTREAM Big"pREMOLDED CATCH BASIN — OPTIONAL JOINT FILLER SIDEWALK PER STD. CONSTRUCTION PLAN JOINT FOR TOTAL WALL HEIGHTS GREATER THAN OR EQUAL T-O". PROVIDE GRAVEL BO 4" SIDEWALK d III— 1 v ygISTING GRADE p� RIES CURB AND GUTTERCLR NON -WOVEN GEOTEXTILE 1.5% WITH 6" MIN. OVERLAP. d _ 94, 5EE NOTES 1 & 2 EXTEND 6" ABOVE WEEP HOLE e GRAVEL BORROW /\ \// // ti4 @ V-6" MAX OPTIONAL —III W/STD. HOOK CONSTRUCTION JOINT 4" CSTC PER STD.PLAN NOTE: 1. FOR EXPOSED WALL HEIGHT LESS THAN OR EQUAL TO 1'-0", PROVIDE REINFORCEMENT AS SHOWN. 2. FOR EXPOSED WALL HEIGHT GREATER THAN 1'-O", PROVIDE REINFORCEMENT AT V-6" MAX. 3. PROVIDE 2'-0" MIN LAP SPLICE LENGTH SECTION /1 PLAN DETAIL n sEeo J2�YyFq FRB i,�Ty m^ g FI` WSL EB" P AS suftveveo: DRAWN BY: APM DESIGNBY: APM CHECK BY: IftM PPOI MGR: CMC FILE: PU2141]]9049-WI) - CONFORMED SET '191"Pw'A''E T m?W11 CITY OFRENTON PUBLIC ANSPOFWORKS DEPARTMENT TRANSPORTATION DIVISION APPR E RC NSTRUCSION BY: DATE:Zj DUVALLAVE NE WALL DETAILS SHEET 1 OF 3 DRAWING NO. WD1 PRWER NO. 4191R@449 FED AID NO. DATE: FEB 2021 SHEET NO. 3] OF 90 NUMBER REVISION DESCRIPTION BY APP. PATE CONC. CIP RETAINING WALL (TYP.) SEE WDI FOR DETAILS WALL STA D+05.33 DUVALLAVE CL STA 917+18, 43.83'RT — EXISTING ROW - WINGWALL FOOTING (TYP.) TEMPORARY CONSTRUCTION EASEMENT 435' EXISTING GRADE - 430' TOP OF WING WALL 1 425' ELEV. = 424.66' 420' BOTTOM OF WALL ELEV. = 421.40' FINISHED GRADE / SEE RD SHEETS _ BEGIN WALL WALL STA 0+00.00 DUVALLAVE CL STA 917+18, 38.50'RT I PROPOSED PSE J-BOX BACKWALL BACKWALL FOOTING PLAN SCALE IN FEET 0 2 END WALL WALL STA 0+25.67 DUVALL AVE CL STA 917+33, 38.50'RT - WALL 5TA 0+20.33 — 425— DUVALL AVE CL STA 917+33, 43.83'RT —430 WING WALL 1 WING WALL 2 WSDOT STD. CHAIN LINK FENCE TYPE 4 0 0 3a 3a O II a a� aW OW OW --__---_-__- TOP OF WALL \-- \ / 2' 11' 2' \ \ � JI PERMANENT UTILITY \ EASEMENT - TOP OF WING WALL (TYP.) TOP OF WINGWALL 2 ELEV. = 424.38' WEEP HOLE @ 2%SLOPE BOTTOM OFWINGWALL BOTTOM OF BACKWALL FOOTING DRAIN TO DOWNSTREAM FOOTING (TYP.) CATCH BASIN DEVELOPED PROFILE HORI2: 1"=3' VERT: 1"=3' c SEE D FOR RESTORATION NOTES tieB R.,y4,I %IIRWVF0 I DUVALLAVE NE DRAWING NO. Wiz oy a*"w. Rr DRAWN BY: APM CITY OF RENTON A'% PROIECTNO. 2141T` A �` $ DESIGN.Y: APM PUBLIC WORKS DEPARTMENT CONFORMED SET TRANSPORTATION DIVISION FEDAIDNO. CHECK BY: 1RM APPRO pF CNSTRUCTION q PROI MGR: CMC / WALL DETAILS PATE FED � 3�1 'Qn"ec' ^�"'^< s 7(/ SHEET 2 OF 3 NUMBE0. REVISION DESCRIPTION BY qPP. pgTE `��Mb FILE: PU2161T190CSW0.dw Tw��p' BY: PATE: SHEET NO. 380E 96 WALLALIGNMENT & WORK LINE SLOPE TO DRAIN F� 3' 1'-0" MIN. D 1 NOTE(S): 1. BACKFILL WITH TOPSOIL TYPE B ACCORDING N \ #6(HORIZ.) TO WSDOT STD. SPEC. 8-02.3(4)B 2. HYDRO SEED DISTURBED AREAS ACCORDING ,c \\ TO WSDOT STD. SPEC. 8-02.3(5)A SEE NOTE 1, 2 � I 1 I GRAVEL BACKFILL FOR WALL j 2-#6 II I 2" CUR. I I DA -#6 I I #4 LD11'-0" MAX. A. 3/4" PREMOLDED 296 JOINT FILLER E 3"0 WEEP HOLE @ 2%SLOPE - DRAIN TO DOWNSTREAM CATCH BASIN 3 I SEE _ I i III FINISH o m GRADE :XISTING GRADE C ,EE NOTES FROMe c FENCE POST TOP OF WINGWALL 1 01. (SYMMETRIC) 6" GSTC S SPA. @31'-O'4MAX. 2" CLR. FOOTING jTYP,) 6" CSTC FENCE POST LOCATIONS SECTION ^ SECTION ^ DETAIL NO SCALE WD2 NO SCALE - NO SCALE - 4DRAINAGE TSTD PLAN BENDING DIAGRAM BFOR WALL NOTE: WINGWALL FOOTING REINFORCEMENT NOT SHOWN DIMENLONSARE OUx1DCU1 DETAILSFENCE POST 16'-83/y" ACKWALL REINFORCEMENT WINGWALL REINFORCEMENT 15'-43/i" DAYLIGHT DRAIN TONORTH END OF BACKWALLCONSTR. JOINT W/ CONSTR. JOINT W/ #5 @ 1'-O" MAX. ROUGHENED SURFACE ROUGHENED SURFACEl 1'-0" MAX.NON-SHRINK GROUT xBACK FACE OF WALL N", CSTC 6" CSTC OR WINGWALL w O o III m � u u � o - 2-#5 SPA. EQ. 2"CLR. 3-#55PA. EQ. 2�� CLR. 6.. � � P TOP/BOT. TOP/BOT. 4" GALVANIZED STD PIPE SLEEVE - j OF ¢ '�'+ 2'-0" T-O" GROUT POST IN SLEEVE - > a V i BACKWALL FOOTING WINGWALL FOOTING FENCE POST NOTE: 1. PLUG SLEEVE TO PREVENT INFILTRATION DETAIL it SECTION ^ DETAIL DURING CASTING OF CONCRETE. NO SCALE - NO SCALE - NO SCALE - 2, POSTS MUST BE INSTALLED VERTICAL. NOTE: FA BI NOT SHOWN S�eo wFR SURVEYED: DUVALL AVE NE DRAWINGNO. WD3 OMWNBY: APM CITY OF RENTON PROIEUNO. 2141219045 DESIGN BY: APM PUBUCWRTATIO DIVISION •F- '*' - co NFORMED SET TRANSPORTATION DIV1910N FEDAIDNO. Y CHECK BY: 1RM AP pyE <ONGiRUCTION PRC WALL DETAILS DATE: FEB 3031 h xeA� FILE 24/w SHEET3 OF3 NUMBER REVISION DESCRIPTION BY APP. DATE FILE KNAL B� o�pon PU2141JJ904SWD.tlw T�w+iweiai..w� 13Y' DATE: SHEET NO. 39 OF 94 al GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING EX C5#1 / H UTILITY LOCATIONS. ______________________ 00 _ ( W _ N 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER CDR STD Z O PLANS 204.00 AND 204.20 UNLESS OTHERWISE • "'--®n - F- NOTED. W 2 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. C-LINE DUVALL AVENUE NE— i s VWl 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, 891 892+00 I +00 -u� 893+00 I 894 SEE CDR STD PLAN 220.20. — — I �� �O ++ 5. ALL CALLOUTS ARE TO THE CENTER OF THE I STRUCTURE. -- OS CB83 10 LF-12"CMP W CONNECT TO EX I2"CMP O Q 6. PROVIDE STORM DRAIN INLET PROTECTION, PER 2 5 CB#2 CULVERT CB#5 1 N COR STD PLAN 216.30, FOR ALL NEW STRUCTURES W AND EXISTING STRUCTURES CALLED ON INTHESE -� T -= _ - _ Z SHEETS. MAINTAIN INLET PROTECTION UNTIL p p p p p p 1JTIPDI p p p P � PAVING AND ROADWAY OPERATIONS ARE w I _ _ - =--- COMPLETE. _ _ OO c EXCBi 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SOLD. IF AT LEAST 8"OF SEPARATION BETWEEN O12"CMP COUPLING I I l�l.�• TO DETAILS (LITIES SHEET D10.OT BE ACHIEVED, REFER aJ £ I IE=423.23' NOTES: w I I I O CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 Z O CONNECTION TO DRAINAGE 5TRUCTURE. PLAN = I 3 4'X4'OFFUNE TREE BOX BIOFILTRATION UNIT SCALE IN FEET ® q CONCRETE INLET PER CDR STD PLAN 200.30 0 20 40 5 CATCH BASIN TYPE IL PER CDR STD PLAN 200.10 6 CATCH BASIN TYPE 2 PER CDR STD PLAN 201.00 r50.9LF 12"(PP) 430' - -- _- 5=D.0200 FT/FT _.. 430' EXISTING GRADE AT C-LINE (TYP) --- - - - 59ALF 12"(PP) F 420' . - �_ - _ - - -- _— _ - - — 42W CB#5 TYPEI CB#3 TYPE IL + . CB#2 TYPE IL + RIM EL=426.03 RIM EL=425.66 -- IE=422.50 IN (12", N) + IE=423.111N (12, NE) IE=422.50 OUT (12", S) RIM EL�24.77 IE=421.48 IN (12", N) IE=420.70O T(112" -' IE=421.48 OUT (12",S) IE=420.2000T (18", W) EXISTING GRADE AT C-LINE (TYP) 1p g -t n o m N N a o a e a e a e a e a 891+00 892+00 893+00 894+00 PROFILE HORI2: 1"=20' VERT: 1"=4' OROV( SURVEYED: ec CITY OF RENTON DUVALLAVE NE DRAWING NO. 5D1 ��` awu DRAWN BY: YM M PUBLIC WORKS DEPARTMENT PROJECT NO. 2141229�5 n c DESIGN BY: YM TRANSPORTATION DIVISION o < - CONFORMED SET FED AID No. [HECK BY: AF STORM PLAN AND PROFILE APP V RCONSTAUCIION FES OII S Qn a+.a� PROD MDR: CMC l N STA 891+50 TO STA 894+00 DATE. NUMBER REVISION DESCRIPTION EY APP. DATE FILE: PU2141)J9045-SDAdj ^+'='"x^'m"��6 EY' DAT�(fY� SHEET OF 13 SHEET NO. M Of 94 — _ — — — — _ _ — _ — Tr _ — _ 2 r C-LINE -_ Z �s m �I D UTA 430' 194.3LF 12" (PPJ S=0.0100 FT/FT 895+00 DUVALL AVENUE NE ------- ��� P =P= P. — CB86 OS _— a PPi�CB838 0 — s PLAN Z SCALE IN FEET 0 20 ®0 EXISTING GRADE AT C-LINE (TYP) _ - -- _ 55.3LF 12" (PP) S=0.0100FT/FT_ PROPOSED GRADE AT / C-LINE (TYP) GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER CDR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE CDR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER CDR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SDIO. NOTES: OCATCH BASIN TYPE 1 PER CDR STD PLAN 200.00 OCONNECTION TO DRAINAGE STRUCTURE. 3 4'X4' OFFUNE TREE BOX BIOFILTRATION UNIT q CONCRETE INLET PER CDR STD PLAN 2DO.30 5 CATCH BASIN TYPE 1L PER CDR STD PLAN 200.10 6 CATCH BASIN TYPE 2 PER CDR STD PLAN 201.00 '140' EXISTING GRADE - PROPOSED GRADE AT MEDIAN 430' 430--___ ___ 24.71 F 12" (1 5=0.0050 FTI PROPOSED GRADE AT SIDEWALK 430' 420' . - - - .- C8038 TYPE I .. .. - - - - -`' 420' CB839 TYPEI 420' STA- TYPEI + A +1 . . + RIM EL=429.55 RIM E1=429.74 IE=424.450 (12',(12",5) IE=425.00 IN OUT TIE=425.130UT (12 E) CB#STA 996+16. RIM EL-428.74 TIE=424.451N (12", N) TIE=425.000UT (12", 5) EXISTING GRADE AT PROPOSED GRADE AT STA 896+16.efi 31.5'R C-LINE (TYR) C-LINE(TYP) RIM EL=429.74 EXISTING GRADE IE�2S.00 IN (12", W) IE=425.00 OUT (12', 5) rvry m 'O m o m ,n m r r ab w m� m o ro m d ai ai of ov ea ee ee ae as ea as ao as as as as as a'e as as m mm e ee 894+00 895+00 896+00 897+00 898+00 898+50 80+00 80+70 PROFILE PROFILE PROPOSED GRADE HORIZ: 1"=20' HORIZ: 1"=20' VERT: 1"=4' VERT: 1"=4' ORovY suev¢re0: DUVALL AVE NE DRAWINGNO. +' DMWNBY: TM CITY OF RENTON PUBLIC WORKS DEPARTMENT PROIECTNO. 214177904i g4 a DESIGNBY: YM TRANSPORTATION DIVISION < - CONFORMED SET FED AID NO. AS CHECK BY: AF STORM PLAN AND PROFILE APP V ONSTRUCNON DATE: FEB lazl PRO MGR: CMC ` STA 894+00 TO STA 898+50 NUMBER REVISION DESCRIPTION BV APP. DATE i"" FILE: PU2141JJ90g5-9D.EwQvwem..�� BY GATE: I SHEET 2 OF 13 SHEET NO. 41 OF 9q GENERAL NOTES: ry p 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING H UTILITY LOCATIONS. W 4 / 2. ALL RECTANGULAR CATCH BASIN FRAMES AND H D1 O EX CB#8 / GRATES SHALL BE VANED GRATES PER CDR STD W PLANS 204.00 AND 204.20 UNLESS OTHERWISE h NOTED. -- 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER o ----------------------------- l{-- __ _________________ _________� _ _,c,______,�___ ------ - - - - � � DRAINAGE NOTES. ________ rn - n 2 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, EX 18" (PP) W SEE CDR STD PLAN 220.20. w--� H 5. ALL CALLOUTS ARE TO THE CENTER OF THE W - s'-----ss—ss- C-LINE _ ___ _ems 0 STRUCTURE. s _ _ Z �@ EX 24" (CONC) p+ 6. PROVIDE STORM DRAIN INLET PROTECTION, PER J x _ $99+00 900+00 '+�'ry 901+00 902+00 _ _ 903 p CORSTD PLAN 216.30, FORALLNEWSTRUCTURES U AND EXISTING STRUCTURES CALLED ON IN THESE Q e� DUVALL AVENUE NE < SHEETS. MAINTAIN INLET PROTECTION UNTIL h PAVING AND ROADWAY OPERATIONS ARE L11 COMPLETE. 2 P 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, X x SHEETSD10. IF AT LEAST 8"OF SEPARATION ---- \ _ ( ; F BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD10. x / -- t13#7 O Dio CB#9 z 6 NOTES: \ O Z CATCH BASIN TYPE 1 PER CDR STD PLAN 200.00 EX 24" CONC. CULVERT 1y IE=430.14 O CONNECTION TO DRAINAGE STRUCTURE. 4'X4' OFFUNE TREE BOX BIOFILTRATION UNIT q CONCRETE INLET PER CDR STD PLAN 200.30 PLAN S CATCH BASIN TYPE 1L PER CDR STD PLAN 20D.10 SCALE IN FEET = 6 CATCH BASIN TYPE 2 PER CDR STD PLAN 201.00 Kv 0 20 40 PROPOSED GRADE AT 440, C-LINE (TYP) 67.ILF 12" (M) - - SS EXISTING GRADE AT __- - __. __ 5=0.0051 FT/FT W C-LINE (TYP) 8LF 12" (PP) _ 5=0.0053 FT/FT I F 430' 430' 420'- nn m m .ai �N me v'ni" nm e!a a s v_p a s a s a s 898+50 899+00 900+00 CB#7 TYPEI 1. RIM EL=432.96 IE=430.78OUT(12", W) ILK CBIIB STA 9DD+9131.9' L RIM EL=432.65 IE=430.43 IN (12", SE( IE=430.10 OUT (1211, NW) EX 55 EX WATER MAIN IE PER COB AS -BUILT SHEET W-3363 DATED 02/06/2019 EXISTING GRADE AT r / C-LINE (TYP) �p PROPOSED GRADE AT C-LINE p p N n'1 rvi y(TYP) ,rl M n'M MI oe vv ae ae as 901+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' STA 902+20.68 30.9' R __.__------- -_• RIM EL=433.83 IE=430.78 IN (12", N) IE=429.78 IN (24", NE) IE=429.78 OUT (24", SW) 420' a a 6 a da vri vi ovi a s a s v a v v e v c o 902+00 903+00 OROV7 SURVEYED: a DRAWN BY: YM CITY OF RENTON DUVALL AVE NE DRAWING NO. SD3 Rawer PUBLIC WORKS DEPARTMENT PROJECT NO. 21417J�45 o e DESIGNY: YM CONFORMED SET TRANSPORTATION DIVISION DATE: O. CHECK BY: AF qpp E CONSTRUCTION STORM PLAN AND PROFILE S PROJ MGR: CMC _ /. i/ STA 898+50 TO STA 903+00 DATE: FEB NUMBER REVISION DESCRIPTION BY AP, DATE ��� �""" FILE: PU2141779005-50dwg ,mww.rwm. B. DATE SHEET SHEET3OF 13 SHEET NO. 42 OF 94 SEE SHEETSD4A I �I GENERAL NOTES: 9 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMESAND CB#+12.29 44.91E I 5.2LF 12"IPP) I GRATES SHALL BE VANED GRATES PER CDR STD STA 90 RIMEL=436.89 5-0.0050(PP) PLANS 204.00 AND 204.20 UNLESS OTHERWISE FT/CB812 TYPE O 12(PP)IE=432 OUT IN E) II T I NOTED. " ^� 1 ON 3 SEE SHE EN TFOR ADDITIONAL SURFACE WATER H T� - -- ---- - -�Jp 4. FOR TOPICAL PLANSTORM22.2 TRENCH SECTION DETAIL, E w I -- - -- --- --- � SEE COR STD PLAN 220.20. Iggiiiii \ 1� 1� 1� _ ✓1 S SALL TRUCTURE. ARE TO THE CENTER OF THE w w w w CBAI7 TYPEI 1 w w \\ ww w-� w STRUCTURE. `EXCBXII 2 1 CBRI6TYPE1 I C-LINE 6. PROVIDE STORM DRAIN INLET PROTECTION, PER COR STD PLAN 216.30, FOR ALL NEW STRUCTURES « AND EXISTING STRUCTURES CALLED ON IN THESE G 00 _ _ 904+00 _ _ 9054410 _ \ 9061+00 _ 907+00 _ _ 908 o SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE DUVALL AVENUE NE C COMPLETE. ~\ I 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, W W Z��+ Z SHEET SD30. IF AT LEAST B"OF SEPARATION CBp14 L1 BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER = SEE SHEET SO 4 k w w - J TO DETAIL 3, SHEET SD30. Q-__- 12'(PP) �____-__12"(PP) ___________ _ N a -�----7 NOTES: CB#10 O J ' /! � . q o O CATCH BASIN TYPE I PER COR STD PLAN 200.00 1 _ CBN13( �1 C8815 \ i LU _ _ , O CONNECTION TO DRAINAGE STRUCTURE. E ; 4'X4' OFFUNE TREE BOX BIOFILTRATION UNIT PLAN a CONCRETE INLET PER COR STD PLAN 200.30 SCALEIN FEET = ® 5 CATCH BASIN TYPE 1L PER CDR STD PLAN 200.10 450'fi CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 28.7LF 12" (PP) EXISTING GRADE AT S=0.0050 FT/FT C-LINE (TOP) _____________________ ' - - - - 149.OLF 12"(PP) - - _ __ PROPOSED GRADE AT 120.0LF 12" (PP) S=0.0050 FT/FT C-LINE (TYP) S=0.0050 FT/FT 430'. _ __. _ _ _- _ .. CBNI5 TYPE .. _ _. 430' CBL13 TYPE I STA 906+22.55 59.4' R CB410 TYPE STA 904+59.4331.5'R CB414 TYPE RIM EL=437.72 STA W3+39.43 3158 + RIM EL=434.91 RIM ELrAIE=432.0IE=432.0 OUT(1IN (12N) RIM EL=436.75 IE=432.90 00T I12", SW) T(12 ' ", S) IE=431.41N (12", N) IE=432.751N (32", NE) EXISTING GRADE AT PROPOSED GRADE AT � IE=431.40UT (12", S) _ IE=432.750UT (12", S)CAINE(TYP) C-UNE(TYP)_ III mm oo "n m$ v�i o n`" m mry mm nn oq n.'°+ �o v`�i ne mn vmf v�i a vie e e e e a e e •c a •u � n n n.n r ad ado m m m a4 a4 ro ao ro a s a v e a a s a s a e e e a s a c a v a s e e v v a e a e a s < a e a a s 903+00 904+00 905+00 906+00 907+00 908+00 PROFILE HORI2: 1"=20' VERT: 1"=4' OROV2 SURVEYED: a+ DMWNBY: YM CITY OFRENTON DUVALLAVE NE DRAWING NO. SD4 DESIGN BY: YM PUBLIC WORKS DEPARTMENT PROJECT NO. 214]L95 4T c TRANSPORTATION DIVISION c < CONFORMED SET PED AID no. CHECKSY: AF STORM PLAN AND PROFILE APP E <ONSTRURION DATE: F ] 11 K PRO] MGR: CIVIC W";,;,„„�; „;,,°° _ /ii/ STA 903+00 TO STA 908+00 NUMBER REVISION DESCRIPTION BY APP. DATE ='t•"' FILE:P@141>J9049-SD.dw[ *P'="�=m" �m By DATE_' SHEET 40f 13 SHEET NO. 43 OF 94 GENERAL NOTES: 450' 440' - - - - ______n^lom --EXCB#ll zO » » 4o C8#18 STA 90612.2944.9' L I S.iIF 12" (PP) RIM EL=436.89 5=0.00SO FT/FT cBa12 TYPE) Oi 12" (PP) IE�32.28 OUT(NE) _ i TYPE -904+00 905+00 906+00 DUVALL AVENUE NE CB#17 TYPE C-LINE CB#14 R SEE SHEET SD4 _ I sue_. -- ' 12"(PP) _______________________________ A _______ ________12"(PP) __-__- W CB#13 CB#15 i W ul - SEE SHEET SD4 PLAN = SCALE IN FEET 0 20 40 450' PROPOSED GRADE AT EXISTING GRADE AT C-LINE (TVP) C-LINE (TYP) _ 22.9LF 12" (PP) _ �0. Ex 18'. (PP) -ZS=0.0050 FT/FT n n 135.9LF 12" (PP) S=0.0050 FT/FT E%CB#IS STA 903+24.8131.0 L RIM EL=434.74 IE=430.79IN (1211, N) IE=430.29 OUT (18", S) am TIti mm o0 ea ea ae eo 903+00 904+00 CB#12 TYPE I SlA 9U4+W.b7 61.5L RIM EL=435.73 IE=431.47 IN (121% N) - - IE=431.47 OUT (122p", 5) N N ,WIC V^I,O ee ve ee 905+00 135.0LF 12" (PP) 6' W S=0.0050 FT/FT PROFILE HORIZ: 1"=20' VERT: 1"=4' CB#16 TYPEI - TA 905+9+ 5.67 31.5 L RIM EL=436.85 _ IE=432.14 IN (121% NW) IE=432.14 OUT (12", S) n r eo ee ea 906+00 430' STA STA 90W16.2041.6 LL r PROPOSED GRADE AT RIM EL=436.98 IE=432.26IN (12", SW) ��TEXISTING GRADE AT --NEATYI - � / 1 C-LINE (T YP) - - IE=432.26 OUT (12", SE) m m 907+00 908+00 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER CDR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEESHEETLA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICALSTORM PIPE TRENCH SECTION DETAIL, SEE CDR STD PLAN 220.20. S. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER CDR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD30. NOTES: OCATCH BASIN TYPE 1 PER COR STD PLAN 200.00 OCONNECTION TO DRAINAGE STRUCTURE. 3 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT q CONCRETE INLET PER CDR STD PLAN 200.30 5 CATCH BASIN TYPE 1L PER CDR STD PLAN 200.10 6 CATCH BASIN TYPE 2 PER CDR STD PLAN 201.00 OROV7 RtfAVFYFn Ir< CITY OF RENTON DUVALL AVE NE DRAWING NO. a'1kM DRAWN BY: YM 7�045 PUBUC WORKS DEPARTMENT PROJECT NO. 21412 g 4T DESIGN BY: YM TRANSPORTATION DIVISION < CONFORMED SET PEO AIoeo. CHECK BY: AP STORM PLAN AND PROFILE se�eo APPR NSTRUCTION OATS: a MSS PROI MGR: [MC STA 903+00 TO STA 908+00 NUMBER REVISION DESCRIPTION BY APP. GATE ='�'y' FILE: PU2141"9 -SDA.l BY DATEE2 SHEETS OF 13 SHEET NO. G4 OF 94 Dl O 4z4'IOFFSTA UNE TBBU DI O 4'x4'IOFFUNE TBBU CB#20O -vet ___ __---12'(PP) _-�' �'�"Mill ___6 CB#19 O Is --G G G G G G G -G G 909+00 L= 910+00 911+00 912+00 I N - v w J F- a No 450' DUVALL AVENUE NE C-UNE PLAN SCALE IN FEET Z 0 20 40 4'X4' OFFUNE TBBU STA 910+38.1, 35.01T RIM-EL=437.08 IE=433.58 OUT(4", N) PROPOSED GRADEAT C-LINE (TYP) n_____________________________ /-- - - - - - O EX 09g21 STA 912+85.59, 31.8'R RIM EL=431.90 12" (CONC) IE=429.10IN (S) 811(CONC)IE=429.55 IN 12" (PP) IE=429.10 OUT (N) RIM GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER CDR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER W DRAINAGE NOTES. O 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, Ly SEE CDR STD PLAN 220.20. w '= 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. w � 6. PROVIDE STORM DRAIN INLET PROTECTION, PER O CDR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE fO SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE 0) COMPLETE. Q 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, w SHEETSDIO. IF AT LEAST 8"OF SEPARATION Z BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER J TO DETAIL 3, SHEETSDIO. V NOTES: OCATCH BASIN TYPE 1 PER CDR STD PLAN 200.00 OCONNECTION TO DRAINAGE STRUCTURE. 3 4'X4' OFFUNE TREE BOX BIOFILTRATION UNIT 4 CONCRETE INLET PER CDR STD PLAN 200.30 5 CATCH BASIN TYPE 1L PER CDR STD PLAN 200.10 0CATCH BASIN TYPE 2 PER CDR STD PLAN 201.00 450' .440' EXISTING GRADE AT C-LINE (TYP) 430' - - 430' T I STA 930+4431.2' L EXISTING GRADE AT PROPOSED GRADE AT RIM EL=436.47 198.ILF 12"(PP) C-LINE (TYP) C-LINE (TYP) IE=432.93 IN (4", W) S=0.0185 FT/FT IE=431.85 OUT(12", N) _ � I p O W O W O W N P -T n ti O ems) N 0 er'i N 1� ti ry b r n N m n O h O N Oai Q W W W W W W N� Ih W Ih h n.,n b n e a ea ae as as as ae aia as ea vo av oo as as as 908+00 909+00 910+00 911+00 912+00 CB420 TYPE 913+00 STA 912+41.83 3141. RIM EL=432.63 PROFILE IE=428.18 IN (12",S) HORIZ: 1"=20' IE=429.20IN (411,W) VERT: 1"=4' IE=428.18 OUT(12",N) SURVEYED: �TDRov, CITY OF RENTON DUVALL AVE NE DRAWING No. SDS '»4i DRAWN BV: YM paM ' CONFORMED SET PUBLIC WORM RTATIO DIVISION PROJECT NO. 2]43ZZP245 DESIGN BY. YM c ^ TRANSPORTATION DIVISION FEDAIDNO. CHECK BY: AF STORM PLAN AND PROFILE >nx4Yuu _ kROVECONSTRUCTION DATE: jEl PRW MGR: CIVIC ,,,,� „.,,,,,,�, 7 �b STA 908+00 TO STA 913+00 NUMBER REVISION DESCRIPTION BY APP. DATE "�'w' FILE: PU2141779005-SDAwg raw n'"m w,.n BY DATE: SHEET 6OF 13 SHEETNO. 45 OF 94 STA 917+87.1, 38.STT GENERAL NOTES: TRENCH DRAIN BEGIN T51 T$ SEE DETAIL 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING i 5 DS O STA 916+35.0, 35.0'L CB#24 1 8 p1 IE- 85 UTILITY LOCATIONS. Dl O Sgz410FFLINE TBBU CB#23 o1 Dl (✓ e 4'z4'OFFLINE TBBU I O DS R T2^(DO CULVERT 'b 2. ALL RECTANGULAR CATCH BASIN FRAMESAND _______ ___. .54 ELF -01500 FT/ .00 AND 204.20 UNLESS OTHERWISE -_----����:� ���--_--- tom ___--__-_ _ NOTED. GRATES SHALL PLAN 204 - _ ___________ FT Q_________32"IPPL_____________-�___ -___________12"IPP)___________________�/� 12"(PPI ______ _____-______12"(PPI--- 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER N - - N DRAINAGE NOTES. w 7 w 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, = C-LINE a CB#40 7 = SEE CDR STD PLAN 220.20. Vf N w w 5. ALL CALLOUTS ARE TO THE CENTER OF THE N STRUCTURE. +00 917+00 911 I- I O 6. PROVIDE STORM DRAIN INLET PROTECTION, PER + - 4 - - CDR STD PLAN 216.30, FOR ALL NEW STRUCTURES ( I - -- 66 AND EXISTING STRUCTURES CALLED ON INTHESE 155.9LF 12" PP ---.- o T T_-DUVALL AVENUE NE-'--- SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE H _ _ . .-- .- _-r.. "_-_-x. •___.-._-x •-. w_- __. F COMPLETE. w- -... 5-0.0252 Fi/Fi Y 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, Z - *_-�___- �- __ _____- - ______-__ _"iCB#25 _ _ _ P_ P _P_ Z SHEET SD30. IF AT LEAST S"OF SEPARATION } _ ___ __- J <--" -"'"" ----- - "l- BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER w .�.�_���________________-� 2U ��__________ ___________________I �________-_._____ UTO DETAI , EET SDIO. i ____________ __ L3 SH CB#22 YPE1 O u oe---- NOTES: STA 914-35.0, 35.0'R 1 DI Dl STA 914+41.I 31.5' R 3 STA 916+35.0, 35.0'R 4'K4' OFFUNE TBBU DI RIM EL=429.42 RIM (FT) IE= 2 4'%4' OM EL= TBBU STA 916441.63, 31.5'R O CATCH BASIN TYPE 1 PER CDR STD PLAN 200.00 L� 12" (PPI IE=425.OS IN (E RIM E T (4", N) g RIM (PVC) IE=.73 IE=425.92 OUT (4", N) 1$ q" (PVC) IE=425.701N (E) IE=421.92 OUT (4", Nf 13 4" (PVC) IE=421.S61N (El O CONNECTION TO DRAINAGE STRUCTURE. '^ 12"(PP) IE425.17 OUT (W) 'm 12" (PP) IE=420.89 OUT 3 4'X4' OFFUNE TREE BOX BIOFILTRATION UNIT PLAN q CONCRETE INLET PER CDR STD PLAN 200.30 SCALE IN FEET = ® 5 CATCH BASIN TYPE iL PER CDR STD PLAN 200.30 4'X4' OFFUNE TBBU STA 914+35.9, 35.0' LT 0 20 40 6 CATCH BASIN TYPE 2 PER CDR STD PLAN 201.00 - - - RIM EL=429.09 - - - -- -- -- - - - - - 7 IE425.59 OUT (4", N) CATCH BASIN TYPE 1 PER CDR STD PLAN 200.30 WITH RECTANGULAR SOLID METAL COVER PER - _--- CDR STD PLAN 204.10 -- STA 91 FFLINE TBBU ---__---- PROPOSED GRADE AT STA 916+35.0, 35.0'LT EXISTING GRADE AT 430' -- _(T ---________ -_-RIM EL425.42 - - - C-LINE(TYP) -430' 399.6LF 12"(PP)---------__ IE=421.920UT (4", N) C-LINE ITYP) ____________ 5=0.0205 FT/FL d ____-_-. 199.iLF 12"(PPf _____- 0 5=00185 FT/FT - 84.OLF 12" (PP) b5=0.0215 FT/FT 420'i- _ - - - _. - - - - - - __ _.._ -y __.- __ __---115.2LF32'(PP) .420' CB#23 TYPE I FT/FT 5=0.0215 STA 914+41.50 31,5' L i RIM EL=428.43 IE=424.09 IN(12",S) IE=424.09 IN (12", E) CB#24 TYPEI -- IE=425.09IN(4" W)- - - EXISTING GRADE AT STA 916+40.63 31.5 'I C-LINE(TYP) IE=424.09 OUT(12 NI RIM EL=424.75 CB#40 TYPE IL IE=421.42IN (4" WI + 1.5 L PROPOSED GRADE AT IE420.40 IN (121$, S) RIM EL=422.97 C-LINE (TYP) IE420.40 IN (12", E) IE419.65 IN (12", W) 410' - - _ _.._ IE420.40 OUT (12",N) -. _ _ IE418.60 IN(12",S) _. - 410' E418.60 OUT (12", N) gn IIrvn ry 8. m nry m 4 V I mnn_q .2 ry e n en m , a!`a a s a s a s a s a s a s e a a s a e a v e a e a a ee a s e a e e a v 913+00 914+00 915+00 916+00 917+00 918+00 PROFILE HORIZ: V=20' VERT: 1"=4' SURVEYED: SD6 CRDBovr CITY OF R E NTO N DU VALL AVE NE DRAWING No. DRAWN BY: YM Fdfi i � DESIGN BY: YM PUBLIC WORKS DEPARTMENT PROJECT NO. 21IM90,15 CONFORMED SET c n p TRANSPORTATION DIVISION FED RID NO. CHECK BY: AF STORM PLAN AND PROFILE RPP VE R ONSTRUCfION GATE: fEB 2pi1 PROI MISR: CMC STA 913+00 TO STA 918+00 mt� SHEET NO. M OF 94 NUMBER REVISION DESCRIPTION BY SEP. DATE FILE: PU2141779045-SD.dw{ ww'w�• � B" DATE' SHEET 7 OF 13 1I L STA 918+03.1, 38.5'LT 2 �� / STA 919+00.3, 38.5'LT 1 TRENCH DRAIN END OS I' TRENCH DRAIN END STA918+34.3, BBiUL( 1 SEE DETAIL =- 3 4" IE=419.42 4'K4'OFFLINE TBBU Dl \. 4" IE=421.62 - 4"-45' VERT END (PVC STA 920+25.4, 40.0'L O 1 4"_ VERT BND (PVC) 1LF 4"(PVC)ILF A 4'X4' OFFLINE TBBU OS 5=0.0800 FT/Fr 5=0.10 O FT/Fr STA 921+92.9, 40.0'L 1 \\ o' (2)4"-45'END (PVC) I. (2)4'p00 BND( ® 4'X4' OFFLNE TBBU O DS (2) 4"-05' BND (PVC) U ELF 4" (PVC) ELF 4" (PVCI - ELF 4" (PVC) 1 - '5=0.0800 FT/FT' 5=0.0800 FT/FT - - 15=0.1000 FT/FT - 5=0.1000 Fi/Fi - __ _ _____-_ __ _____ __12"IPP �� -- pi--. .'. ___ °=�P -__T _32"IPP)____________ _ ___ CBp27 5 7 STA918+70.4,38.5'LT \ CBp41 O7_----x O Dl TRENCH DRAIN BEGIN W SEEDETAIL STA 919+00.9, 38.51T w w----�1 CBp29 --o� V IE=419.92 pl g 14"-05'VERT BND (PVC) ----G C r _ 919+00 I \VIE=418.84 920+00 921+00 G G----L-G 922+00 G 0 7 I - av - [Bp26TYPEI (I - *-e4--sra91841.63,31.9'R D1 - 2o.aLF12^IPP) - c-LINE DUVALLAVENUENE EXST CBp38 TYPE 2 RIM EL=420.45 5=0.0050 FT/FT 919+68.46 STA 919t68.46 29.2' R 4"(PVC)IE=417.61 IN (E) _ - w--_. RIM 91 --^----12"(PP)IE=436.94OUT(W) g p p \ 12" (PP) IE=413.72IN (S) -* L L P IF _ I EXST 12" (CMP) IE=413.47 IN (E) -. - EXST 14" - EXST18"(CMP)IE=413.27 OUT (N)P- �_ STA 918+35.0, 35.0'R 7 4'X4'OFFUNETBBU 01 N< I RIM EL=421.1 IE=417.650UT (4", N) �i 1 O CBp37TYPEI Z STA 919+47.88, 32.1'R RIM EL=418.27 STA 918+03.7, 38.51T 12"(PP)IE=413.82 OUT (N) 4"-45°VERT BND(PVC) Y' PLAN IE=421.10 Z SCALE IN FEET 0 20 40 Z J 430' rT- -T. _ - _ .. - _ __ - - ._ - - _ _ - - - . 430' RIM EL=421.17 IE=417.67 OUT (4", N) EX GRADE AT CAINE (TYP) 420' 410' .-CIA 910+lY.84l1.D L- RIM EL=420.49 IE=416.12 IN (12", S) IE=417.I7 IN (411, W) IE=416.12 IN (12", E) IE=417.61 IN (4", W) IE=416.12 OUT (12",N)- - FQ 8m a e e a 918+00 87.3LF 12" (PP) 8=0.0200 FT/FT RIM EL=417.32 IE=413.82 OUT (4", N) GTSSG P DUCT -----------------1 104.7LF 12" (Pp) S=0.0211 FT/FT EX 8"SS ENCASE IN CDF RIM EL=418.64 PROPOSED GRADE AT IE=434.371N (12", S) C-LINE (TYP) IE=415.50I1 ---IE=414.370UT Lia ae ea ee ea ee ea -- --- 919+00 920+00 EXISTING GRADE AT J C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) 7 CB928 TYPE I STA 920+31.18 31.5' L RIM EL=416.58 IE=411171N (12", S) IE=413.17IN III', W) IE=41216 OUT (1211, N). nm ma na a s e a e a PROFILE HORIZ: 1"=20' VERT: 1"=4' - + - -- - - -- RIM EL=413.89 1 IE=410.39 OUT (4", N) 420' 166.7LF 12"(PP)------------ 5=0.020S FT/FT --- 410' CBp29 TYPE STA 921+98 31.5' L RIM EL=413.17 IE=408.75 IN (12",S) IE=409.75 IN (4", W) \ - IE=408.75 OUT (12",N) - ---- 192"(PP) 5=o.022.0220 FT/FT a� viN �a ad em ni rri a s a s a s a e a s a s a s a e 921+00 --- 922+00 - ------ _ 923+00 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER CDR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEESHEETLA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER CDR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SDIO. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SDIO. NOTES: Ol CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 OCONNECTION TO DRAINAGE STRUCTURE. 3 4'X4' OFFLNE TREE BOX BIOFILTRATION UNIT q CONCRETE INLET PER COR STD PLAN 200.30 5 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 6 CATCH BASIN TYPE 2 PER CDR STD PLAN 201.00 7 CATCH BASIN TYPE 1 PER COR SrD PLAN 200.00 WITH RECTANGULAR SOLID METAL COVER PER COR STD PLAN 204.10 ORDy7 SURVEYED:DI DRAWN BY: YM CITY OF RENTON DUVALL AVE NE DRAWING No. RaSY PUBLIC WORKS DEPARTMENT PROJECT NO. 112✓�5 ,S� c DESIGN BY: YM TRANSPORTATION DIVISION < - CONFORMED SET CHECKBY: AF STORM PLAN AND PROFILE FED AID NO. APPR V 0. NBTRURION DATE: FED 2421_ PROI MGR: 7CMC9X w„ E /,// STA 918+00 TO STA 923+00 NUMBER REVISION DESCRIPTION BY PPP. DATE ='°O�' FILE: PU2193A9W5-ID.tlwt P'="Fwm" B DATE SHEET 13 SHEET NO. 47 OF 94 I STA 923+92.0, 40.0'L1 CB#30 4'R4' OFFUNE TBBU M 924+00 91, F N w J o. ---r------r El i I D1 3 STA 925+59.E TB6, 40.BU DI OIL 4'x4' OFFLIN\ \ STA 926+78.0, 40.1'LO 1 / 4'X4'OFFLINE TBBU n 24'(PP) CAINECB#31Og (DV- ..... 0. °---- -- -c CB#32 J EX H#33 2 7 - - 926+00 G (5 GM G G DUVALL AVENUE NE �- -�927+0o - -I PLAN = SCALE IN FEET - 0 20 40 4'X4' OFFLINE TBBU PROPOSED GRADE AT STA 923+92.0, 40.0'LT RIM EL=409.59' EXISTING GRADE AT 4'X4'OFFLINE TBBU C-LINE(TYP) _ '-- - OUT(4', N) STA 925+59.6,40.0'LT 4'X4'OFFLINE TBBU _ Y_-----�---- RIM EL=406.20 STA 926+78.0, 40.1' LT 410'.` - - ---- -- _--_IE=406.09 IE=402.70 OUT(4" N) - - RIM EL=405.25 ___C-LINE(TYP) --------- IE=401.75 OUT (411N) ' - - - ---------- 5=0.0050 FT/FT 6)___ --- ----- ----______ - _ 50.0165 FT/FT n 400' --------�--C8#30 TYPE I -- _ �T RIM EL=408.86 IE=404.37IN (12"T(1 S) IE=405.26 IN(4",W) I - - - IE=404.37 OUT (12", N) O 390''. c 9 00 00 OV 00 923+00 924+00 57.SLF 24" TP) S=0.0184 FT/FT E- GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER CDR STD EX CB#34O PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER _ DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, G G_� SEE CDR STD PLAN 220.20. _ 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN IN LET PROTECTION, PER _. 928+pp-, CDR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 1. FORTYPICA. UTILITY CROSSINGS, SEE DETAIL 2, SHEET SDIO. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER q q TO DETAIL 3, SHEET SOLID. NOTES: OI CATCH BASIN TYPE 1 PER CDR STD PLAN 200.00 OCONNECTION TO DRAINAGE STRUCTURE. 9 4'X4'OFFLINE TREE BOX BIOFILTRATION UNIT q CONCRETE INLET PER CDR STD PLAN 200.30 5 CATCH BASIN TYPE IL PER COR STD PLAN 200.10 0 CATCH BASIN TYPE 2 PER CDR STD PLAN 201.00 0EXISTING MANHOLE#33 PARTIAL REPLACEMENT. SEE SPECIALS 7-05.3(1) FOR DESCRIPTION OF WORK. 410' _ L__. __ 400' 123.SLF 18" "(PP) CB#31 TYPE 1L 5=051-F1 FT/FT A + 1. EX CB#34 � RIM EL=405.53 -- -- - -CB#32 TYPE 11 - - _--- - - - _ TYPE --' IE=402.57 IN (4", W) STA927+5432.0' L IE=401.57 IN(12",S) + RIM EL=404.70 E%MH#3372"TYPE II RIM EL�D4.88 IE=401.070UT (18", N) IE=399.83 IN(18",5) STA 926+9fi.3233.0L IE=400.44 IN(24", N) IE=400.511N(4", W) RIM EL=405.19 IE=399.28IN(24",S) IE IN(12", E)UNKOWN IE=399.33 OUT (24",IN) IE=399.28 IN (24", N) IE=400.34 OUT (24",S) BOROMYHANNEL_ _. - - -_- -- ___ 390' IE=390.67 OUT (SW) EXISTING GRADE C-LINE(TYP) AT r �.._p/ PROPOSED GRADE AT C-LINE (TYP) �D G1 riT V'1 WI O"�1M O0 PC Vain m,mit NO PO NN Ian P C Y O O V V O O P V O O P P P O P O 925+00 PROFILE 926+00 927+00 928+00 HORIZ: 1"=20' VERT: 1"=4' SURVEYED: �o8ov7 CITY OF RENTON DUVALL AVE NE DRAWING NO. +' w OR,RWNBY: YM PUBLIC WORMS DEPARTMENT PROJECTNO. 2141779N DESIGN BY: YM TRANSPORTATION DIVISION AE CONFORMED SET STORM PLAN AND PROFILE FED AID NO. CHECK BY: �w�� m AP RO CONSTRUCTION DATE: �[9jp21 PROI PU21 790 w"w ,,,, sl �6 STA 923+00 TO END NUMBER REVISION DESCRIPTION BY APP. DATE sr FILE: PU11dSJJ90gS5O.tlwB '�wmn' �W' a DATE SHEET 9 OF 13 SHEEi NO. CB OF 90 50+00 — 400' 390' 50+50 IN (DI) CULVERT J IE=397.99 OUT l 1 1 CB#35 J 57+00 5210 DUVALL AVENUE NE GENERAL NOTES: 1. CONTRACTORSHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER CDR STD PLANS 204.00 AND 204,20 UNLESS OTHERWISE NOTED. INVERT = 394.77 FROM AS -BUILT 09/2002 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, / SEE COB STD PLAN 220.20. 7_70 ------��-- EX 5. ALL CALLOUTS ARE TO THE CENTER OF THE FROMM AA S-BUILT 09/2002 STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER CDR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE D-LINE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVINGAN— — — ROADWAY OPERATIONS ARE COMPLETE. 53+00 54+00 7. FORTYPICAL UTILITY CROSSINGS, SEE DETAIL2, _ SHEET SOLD. IF AT LEAST 811OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SDIO. PLAN SCALE IN FEET Z ® 0 20 40 PROPOSED GRADE AT EXISTING GRADE AT FLOWLINE 1y _ FLOWLINE - - --Y09.4LF 12'(DI'—-- 400' 0 S=0.0050 FT/FT --- EX CB036 TYPE I CB#35 TYPE I STA 52+49.36, 33.2' L STA 51 RIM=399.46 FROM AS -BUILT 09/2002 RIM EL=399.96 IE=397.01 IN(12",S) IE=397.56 IN(12", W) - - - - _ IE=397.01 OUT(12", W)FROM AS -BUILT 09/2002 390 IE=397.56 OUT(12", N) EXISTING GRADE AT PROPOSED GRADE AT FLOWLINE FLOWLWE 55�2 071, � 51+00 52+00 53+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' NOTES: OCATCH BASIN TYPE 1 PER CDR STD PLAN 200.00 OCONNECTION TO DRAINAGE STRUCTURE. g 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT q CONCRETE INLET PER CDR STD PLAN 200.30 S CATCH BASIN TYPE IL PER CDR STD PLAN 200.10 6 CATCH BASIN TYPE 2 PER CDR STD PLAN 201.00 SURVE ED: �GRoBoq CITY OF RENTON DUVALL AVE NE DRAWING NO. SD9 oT DRAWN BY: TM FaS � PUBUC WORKS DEPARTMENT PROJECT NO. 42jj72�e5 �Q O DESIGNBY: YM TRANSPORTATION DIVISION CONFORMED SET EDAID NO. CHECK BY: AF APP �F���7ga coxsrgurnary STORM PLAN AND PROFILE PROI MGR: CIVIC ;""„,,; /e////i-i /b/ BEGIN TO STA 52+60 DATE: FE@jp21 NUMBER REVISION DESCRIPTION BY APP. GATE �'�"' FILE: PU2141779045-SD.4wg www�+ww.mT Br � y� DATE: SHEET 10 OF 13 BHEET NO. 0 OF % FINISHED GROUND ELEVATION EXISTING UTILITY LINES CONTRACTOR TO VERIFY a LOCATION AND DEPTH OF - - EXISTINGAND/OR J 1' PROPOSED UTILITIES m PROPOSED STORM DRAIN NOTE: CONCRETE ENCASEMENT (BEDDING) SHALL BE UTILIZED AT LOCALIZED UTILITY CROSSING IF MINIMUM PIPE SEPARATION (ELEVATION) CANNOT BE MAINTAINED/ACHIEVED. TYPICAL UTILITY CROSSING DETAIL NO SCALE TYP LESS THAN 8" CLEARANCE 18" MIN. EXISTING OR �I NEW UTILITY 1 I a UNDISTURBED ) TRENCH EARTH I1J WIDTH 18" MIN. NOTES: CONTRACTOR SHALL PROVIDE CONTROLLED DENSITY FILL (CDF) PIPE ENCASEMENT AT ALL UTILITY CROSSINGS IN THE EVENT THAT AN 8" SEPARATION CANNOT BE PROVIDED. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE UTILITIES TO ANTICIPATE PROVIDING AND INSTALLING CDF ENCASEMENTS WHERE NECESSARY. CONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE JOINT WITHIN 6 FEET OF THE EXISTING CENTERLINE OF THE UTILITY CROSSING. CONTROLLED DENSITY FILL PIPE ENCASEMENT FOR UTILITY CROSSINGS DETAIL r1 NO SCALE TYP REVISION DESCRIPTION 34' - I o00000000000000000000000000000 PLAN MEW 6"Xl6"Xl" CASF IRON GRATE 5"KNOCKOUT END CAP SECTION TYPICAL TRENCH DRAIN DETAIL DETAIL n NTS SD6-7 SURVEYED: DRAWN BY: YM c DESIGN BY: YM CHECK BY: AF PROI MGR: CMC FILE: PU1141779045-SD.& EXISTING GRADE -F W SS 67.ILF 12"(DQ'----- - S=0.0051 FT/FT 430',- -.--- -. - - EX CBpB TYPE I _RIM EL=432.65 IE=430.43 IN (12", E) RIM EL=432.96 IE=430.78 OUT (12", W) IE428.90' IEX SS 420'' IE PER - - CDR AS -BUILT SHEET WS-3363 DATED 02/06/2019 40+00 440' 440' PROPOSED GRADE EXISTING GRADE � e m ry a a a a a 41+00 STORM LATERAL PROFILE HORIZ: 1"=20' SD3 VERT: V4' 430' EXISTING GRADE GL --1 1 1 1. 63.OLF 12" (DI) 5=0.0078 FT/FT 420' T CB424 TYPE STIR 916+40.63 31.5' L RIM EL=424.75 .. - .. IE421.42 IN(4" W) IE420.40 IN (1211, 5) IE=420.40IN (12", E) IE=420.40 OUT (12", N) PROPOSED GRADE 410' EXISTING GRADE PROPOSED GRADE 1 I TW 1 1 430' 430'. 440' PROPOSED GRADE EXISTING GRADE G W 1 / 430' 63.OLF 12" IN 0172 MIT O STA 914+41.50 31.5' L RIM EL=428.74 420' 420' - RIM EL=428.43 IE425.171N (12", S)' 420' IE424.09 IN (12", S) IE425.84IN (Al", E) IE424.09 IN(12",E) T=425.17 OUT (12", W) IE=425.09IN (411, W) PROPOSED GRADE IE=424.09 OUT (12",III POTHOLE EX WATER LINE EXISTING GRADE IF ITDOESN'T PROVIDE 6" CLEARANCE RELOCATE EX WATER LINE VERTICALLY N P m m P m q a N N N N e a e a N N a e 41+47 50+00 430' 430' EXISTING GRADE I I I 51+00 51+43 STORM LATERAL PROFILE n HORIZ: 1"=20' SD6 VERT: 1"4' G T W - PROPOSED GRADE I I I 420' 420' - - I 420' 63.0LF 12"(K V CBR25 TYPE 1 5=0.0130 FT/FT STASTA 916i41.63 31.5 11 J RIM EL424.73 IE421.56 IN (4", E) G IE=420.89 OUT (12",W) - --- -- ' CB426 TYPE1 CB427 TYPE IL STA 918W1.6331.SR POTHOLE E%WATER LINE RIM EL420.45 IF IT DOESN'T PROVIDE 6" + RIM EL=420.49 EXISTING GRADE IE437.611N (4", E) CLEARANCE RELOCATE EX IE=416.121N(12", 5) IE416.940UT (1E", W) WATFB1RlE VERTICALLY 410' 410' IE=417.17 IN (12 W) - - 410' IE=416.12 IN (12", E) POTHOLE EX WATER LINE IF IT DOESN'T PROVIDE 6" a a g e m ^ IE=417.61 IN (4 , W) m .mi o v n CLEARANCE RELOCATE EX m IE=416.120UT (1E", N) o e ^+ n n WATER LINE VERTICALLY a vo vv ea v as as as 60+00 61+00 61+43 70+00 71+00 71+43 STORM LATERAL STORM LATERAL PROFILE /1 PROFILE f7, PROPOSED GRADE HORIZ: 1"=20' SD6 HORIZ: 1"=20' SD7 VERT: V=4' VERT: 1"4' CITY OF RENTON DUVALL AVE NE DRAWINGNO. SD10 CONFORMED SET PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION DRAINAGE DETAILS SHEET 11 OF 13 PROJECT NO. 2141779045 FEDAIDNO. DATE: FEB M21 SHEET NO. SO OF 94 4" SDR 35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) 0.5' oy 2"0 IRRIGATION PORT, TYP 3 PLACES - A a L L CLEANOUT FRAME AND COVER CAST IN TOP SLAB — 0.5' USE REMAINING OUTLET PIPE KNOCKOUTS FOR TREE IRRIGATION —_ - AS REQUIRED — T1.00' SHAPE INLETTO CURB / TOP VIEW 4' X 4' BIOFILTRATION PRECAST UNIT DETAIL /1 NO SCALE TYP RECESSED TREE FRAME AND GRATE CASTE IN TOP SLAB 8" TOP SLAB INTERLOCKING JOINT (TYP) 2"0 IRRIGATION PORT, TYP 3 PLACES III —III —III- < '" I I -III -III -III I I -III -I I I I II=III=III=III = °a a A j I I CUREIINLET OPENING CLEANOUT FRAME AND COVER CAST IN TOP SLAB . 4 BIOFILTRATION SECTION 2" CSTC DETAIL n NO SCALE TYP OUTLET PIPE CONNECTS 4" PVC (PRECAST IN BIOFILTRATION UNIT) TWO (2) -45° BENDS CONNECT4" PVCTO BYPASS STRUCTURE RIM ELEVATION AT FLOW LINE �f BYPASS STRUCTURE RECESSED TREE FRAME AND THROAT (ENTRANCE) GRATE CASTE IN TOP SLAB ELEVATIONFROM CENTER MAXIMIZE CLEARANCE BETWEEN SO OF STRUCTURE AT FLOW LINE. PIPE AND BIOFILTRATION BOX BY 4"-8.25"TRANSITION TO OFFSETTING PIPE CONNECTIONS AT DEPRESSED GUTTER ON BOTH UPSTREAM AND DOWNSTREAM SIDES OF UNIT, SEE DETAIL 4 DRAINAGE STRUCTURES THIS SHEET BIOFILTRATION PRECAST UNIT PLAN VIEW DETAIL NO SCALE TYP TREE BOX BIOFILTRATION (TBBU) UNIT, SEE NOTE 2 - GALVANIZED ANGLE NOSING CURB AND GUTTER STREET DOWEL BARS @ 12" D.C. - PRETREATMENT MULCH CERTIFIED FOR BIOLFILTRATION SYSTEMS AND PER THE ECOLOGY STANDARDS rr - BIOLFILTRATION ENGINEERED C MEDIA PER THE ECOLOGY NDARDS 0 - UNDERDRAIN STONE PER THE ECOLOGY STANDARDS - PERFORATED UNDERDRAIN SYSTEM TOP OF CURB BIOFILTRATION UNIT TOP OF GUTTER PAN 3/8" PREMOLDED JOINT FILLER (TYP.) DEPRESSED GUTTER TRANSITION DETAIL n NO SCALE TYP THROATOPENING CURB AND GUTTE FLOW LINE THROAT ELEVATION CAST -IN -PLACE DEPRESSED GUTTER AND THROAT OPENING (BY CONTRACTOR), SEE DETAIL 5 THIS SHEET #4 DOWEL BARS @ 12" O.C. TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL NOTES: 1. CONTACT TBBU VENDOR FOR SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS. 2. MATCH FINISH OF FLUME LIDTO COB STANDARD PLAN 102 SIDEWALK STANDARD DETAIL. 3. TRANSITION FROM STANDARD TO DEPRESSED GUTTER. 4. SLOPE TOWARD TBBU OPENING, S%MIN S. BEGIN/END DEPRESSED GUTTER TRANSITION AT BYPASS STRUCTURE WHEN y LOCATED WITHIN THE TYPICAL GUTTER TRANSITION (4'-Si ). TRANSITION DISTANCES ON BOTH SIDES OF TBBU STRUCTURE SHALL BE IDENTICAL. GALVANIZED ANGLE NOSING 8" THICK PRECAST TOP SLAB THROAT PROTECTION DEVICE INCLUDED IN PRECAST UNIT. DO NOT REMOVE. LEAVE IN PLACE UNTIL SITE IS STABILIZED AND BIOLFILTRATION UNIT IS ACTIVATED. BIOFI LTRATION PRECAST UNIT THROAT OPENING DETAIL i31 NO SCALE TYR 1.5' 0.5' BIOFILTRATION UNIT THROAT OPEN ING DIMENSIONS DETAIL NO SCALE TYP SURVEYED: 0Lon0v, CITY OF RENTON DUVALL AVE NE DRAWING NO. SD11 A� d DRAWN BY: YM 4�b PROIECTNO. 2143ZZ44M15 .V • PUBUC WORM DIVISION DEPARTMENT DESIGN BY: YM SF $ 4 0 TRANSPORTATION DIVISION o < CONFORMED SET FED AID NO. CHECK BY: AF APRq C MUCrn0N OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS DATE: DEB-zo2a_ PROI MGR: CIVIC t/ SHEET 12 OF 13 NUMBER REVISION DESCRIPTION BY APP. DATE �^""' FILE: PU21417] 5-SD.dit BN DATE:• SHEET NO. SI OF 94 4" SDR 35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) o r_________III I 3.00' I I I I TV IRRIGATION I I PORT, TYP 3 PLACES A I I L II OO I III II I I I I I I I I I I I I _ I L______ _TT_________J c II CLEANOUT FRAME AND COVER CAST IN TOP SLAB — TREE BOX BIOFILTRATION (TBBU) UNIT, SEE NOTE 2 2:1 SLOPE CLEANOUT COVER CAST IN TOP SLAB / JIIRRIGATION CES I I =I I I=111- 6'-6" FACE OF CURB #4'S AT 12"OC m ` CURB AND p6'S AT fi"OC � _ R=1" GUTTER Ja CURB INLET, SEE NOTE 3 CURB OPENING INLET R=1" CURBAND 0.50' m GUTTER FACE OF CURB PLAN - RECESSED TREE FRAME AND GRATE CASTE IN TOP SLAB 6'-6" 1' #4'S AT 12"OC FLUME LID CURB INLET #6'S AT 6"OC R=1" 4" OPENING PERFORATED UNDERDRAIN SYSTEM 2" CSTC e►79;�1•:�lL--Jlrr�/�r a71Br���rME3NlB'.46A P P P f STEEL DOWEL BY VENDER(TYP) 2" CSTC PRETREATMENT MULCH CERTIFIED - FOR BIOLFILTRATION SYSTEMS AND PER _ THE ECOLOGY STANDARDS • BIOLFILTRATION ENGINEERED MEDIA PER THE ECOLOGY STANDARDS UNDERDRAIN STONE PER THE SECTION A -A ECOLOGY STANDARDS TREE BOX 810FILTRATION UNIT DETAIL n 1"=1' A`O+EOROV2 Fa �U o n '4uu� rtxa' SURVEYED: DRAWN BY: YM DESIGYM CHECK BY: AF CHECK Y: Af PROI 1 CMC PU2 fILE: PU2141JJ9015-SD.dwL APP.GATE EXPANSION JOINT(TYP) °o �r1 �i 2" CLEAR v 4'-R" 4' 4" FLUME LIO 4" 5" 4x4WWFW2.9x2.9 3'-101, 5" SECTION B-B L 2" CSTC NOTES: 1. CONTACTTBBU VENDOR FOR SHOP DRAWINGSAND INSTALLATION INSTRUCTIONS. 2. MATCH FINISH OF FLUME LID TO COB STANDARD PLAN 102 SIDEWALK STANDARD DETAIL 3. TRANSITION FROM STANDARDTO DEPRESSED GUTTER. 4. SLOPE TOWARD TBBU OPENING, 5%MIN S. BEGIN/END DEPRESSED GUTTER TRANSITION AT BYPASS STRUCTURE WHEN LOCATED WITHIN THE TYPICAL GUTTER TRANSITION (4'-8y"). TRANSITION DISTANCES ON BOTH SIDES OF TBBU STRUCTURE SHALL BE IDENTICAL. NEW SIDEWALK SECTION Ell P) CITY OF RENTON DUVALL AVE NE PUBLIC WORKS DEPARTMENT CONFORMED SET MNSP IRTATION DI VISION APPR RCONSTRUCFION OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS B OAT"SHEET 13 OF 13 DRAWING NO, SD12 PROJECT NO. 2141779N FED AID NO. DATE: FEB2021 SHEET NO. 52 OF 94 C-LINE 891+00 5TA 891+64.2, 41.27RT — 9" x6" TEE (MJxFQ 6" GV (FlxM1R) _- CONC.BLOCK C-LINE FIRE HYDRANT DUVALL AVENUE NE STA .9'RT FIRE HYDRANT ASSEMBLY EXIST 8V AND 12"W(WD 90TO BE REMOVED ) (WD90) AFTER INSTALLATION OF NEW FIRE HYDRANT. LLLL SEE SITE PREPARATION PLAN SP1 �I Elw sTa(wos0) PLAN SCALE IN FEET Z D zD aD V. TEE(MJxFL) 893I — I j� HI I- r REMOVE EXISTING FIRE / HYDRANT(WD 90) PLAN Z SCALE IN FEET 0 20 40 ( STA 896+59.0, 40.0'LT :IRE HYDRANT ASSEMBLY EXIST 16-W DI (RENTON) ----------- STA 896+59.0, 26.41T I6"x6" TAPPING TEE (MJxFL) IV'GV1ALxMIR)--ss--- CONC. BLOCK N 1 r- EXIST 16'W DI (RENTON) x X DD / Z.— DO r w w x N H x r W N O v CT DD Fa- h w Z J x H a L� F DUVALL AVENUE NE EXIST 8-W AND 12" W (WO 90) TO BE REMOVED AFTER INSTALLATION OF NEW FIRE HYDRANT. SEE SITE PREPARATION PLAN SP1 GENERAL NOTES: 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK, 4. SYMBOLS ARE NOT TRUE SIZE. 5. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID QUANTITIES SHALL BE CALCULATED AS REQUIRED. 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS NEEDED. 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS. B. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES AND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOT EXCEED 50% OF THE MANUFACFURER'S SPECIFICATIONS AND SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THE MAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, LOCATION, AND SHALL CALCULATE WATER DEFLECTIONS ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO NOT REPRESENTTHE ACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTION OTHER THAN 50%OF THE MANUFACTURER'S STANDARD ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION INSPECTOR. SEE SECNON 7-09 OF SPECIAL PROVISIONS. 9. FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN - 310.1 10, INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOX AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE BEHIND R.O.W. CITY FORCES TO RE -INSTALL EXISTING AMI METE TO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOX AND SETTER. 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT, 12. ALL MECHANICALIOINT FITTINGS(MJR) AND VALVES(MJR) SHALL HAVE WEDGE -TYPE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP. IN ADDITION TO CONCRETE THRUST BLOCKS PER STD PLANS 330.2 AND 330.3. DRovF suxveveD:I DUVALL DRAWING ND. WA1 CITY OF RENTON N DRAWN BY: YM Rib PUBLIC WORKS DEPARTMENT PROTECT NO. 3141779045 DESIGN BY: MEK �VCON�ZCTION RTATION DIVISION CONFORMED SETEDAIDNo. CHECK BY: DVS WATER PLANeE eOMm APDATE: FEB ip21 PRO: PU2 CM< T�� STA 891+00 TO 898+50 NUMBER REVISION DESCRIPTION BV APP. DATE FILE: PU3143JJ900&WA.dw �w+^�� BDA SHEET 1 OF 6 SHEET NO. 53 OF 94 899+00 - I— Lq w DO Q"yq F w ss s s --f01 t N O 0 904+00 O — — — m 0 rn Q w Z 2 EXIST lFW (RENTON) EXIST 16" GV C-LINE 900+00 STA 901+25.0, 40.7'LT FIRE HYDRANT ASSEMBLY STA 901+25.0, 24.3'LT �s s-16", 6" TAPPING TEE{1 6" GV (FLXMJR) 901+00 CONC. BLOCK DUVALL AVENUE NE Y/-------------. FIRE HYDRANT ASSEMBLY A900+1EE(MJ.5'RT EXIST B"W (W090) 900 TEE(M1.5'RT 6" GV (FLxM1R) 8" PLUG (MA I PLAN SCALE IN FEET Z 0 20 40 905+00 EXIST 8-W AND 12' W (WD 90) TO BE REMOVED AFTER INSTALLATION OF NEW FIRE HYDRANT, SEE SITE PREPARATION PLAN SP2 DUVALL AVENUE NE —I I 906+00 — --Lf-- ( PLAN SCALE IN FEET = J 0 20 40 EXIST 16'W (RENTON) Ir -- ----- EXIST B"W AND 12' W (WD 90) TO BE REMOVED AFTER INSTALLATION OF NEW FIRE HYDRANT. SEE SITE PREPARATION PLAN SP2 STA 906+51.4, 52.31T 16" " TAPPING TEE(M1xFL) 6" GV (FLXMJR) CONIC. BLOCK STA 906+61.7, 52.3'LT FIRE HYDRANT ASSEMBLY GENERAL NOTES: 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. 3. CONTRACTORSHALL FURNISH AND INSTALLALL MATERIALS AND �i EQUIPMENT NECESSARYTO COMPLETE THIS WORK. w 4. SYMBOLS ARE NOT TRUE SIZE. m 5. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID w QUANTITIES SHALL BE CALCULATED AS REQUIRED. 2 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS NEEDED. 2 ~ 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT W STAN CARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS. O 8. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN m DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES O AND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOT OY EXCEED 50% OF THE MANUFACTURER'S SPECIFICATIONS AND F SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THE y1 MAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, w LOCATION, AND SHALL CALCULATE WATER DEFLECTIONS Z ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE = ACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTION H OTHER THAN 50% OF THE MANUFACTURER'S STANDARD Q ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION INSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS. 9. FIRE HYDRANT(HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN - 310.1 10. INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOX AND CONNECTTO EXISTING PRIVATE WATER SERVICE LINE BEHIND R.O.W. CITY FORCES TO RE -INSTALL EXISTING AM METER TO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOX AND SETTER. 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. 12. ALL MECHANICAL101NT FITTINGS (MJR) AND VALVES (M1R) SHALL HAVE WEDGE -TYPE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP. IN ADDITION TO CONCRETETHRUST BLOCKS PER STD PLANS 330.2 AND 330.3. el - w - -- w w C-LINE G c _ O 8071+00 "— — 90 00 G1 H N -- w CD 7 H- tx" � rr uj PROTECT EXISTING 2 IFIRE HYDRANT BLIND FLANGE PLUG EXISTING WATER LINE SURVEYED. �.�pROPj CITY OF RENTON DUVALL AVE NE DRAWING NO. WA2 awe DRAWN BY: YM w DESIGN BY:�MEK PUBLIC WORKS DEPARTMENT PROIECT NO. 214122A245 TRANSPORTATION DIVISION CONFORMED SET FED AID NO. CHECK BY: DVS _ AP OVE CONSTRUCTION WATER PLAN DATE: FEa 2a21 PROI MGR: CMC ,y "I „"w STA 898+50 TO 908+00 NUMBER REVISION DESCRIPTION BY aPP. DATE "w^" FILE: PU2141"9 "A.tlw wwew.m� BY: GATE-i, SHEET 2 OF 6 SHEETNO. 54 OF 94 GENERAL NOTES: 1. SEE SHEET LAZ FOR WATER PLAN GENERAL NOTES. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - N -- 3. CONTRACTOR SHALL FURNISH AND INSTALLALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. — m 4. SYMBOLS ARE NOT TRUE SIZE. w '��-_ •, S. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID _ y QUANTITIES SHALL BE CALCULATED AS REQUIRED. \ G C— G-- = 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS 0 00 909+00 --- 910+00 - 911+00 912+00 - 91 F- NEEDED. �— �— — — w + 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD 00 0 SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED DUVALL AVENUE NE i " BY CITY STANDARDS. a CLINE + B. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN w DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES AND Z �- ;.- ,, ,% �' Q MAINTAIN DEPTH OF PIPES DEFLECTIONS SHALL NOT EXCEED 50% _ OFTHE MANUFACTURERS SPECIFICATIONS AND SHALL NOT CREATE — P P—" ADDITIONAL HIGH OR LOW POINTS IN THE MAIN. THE CONTRACTOR = V-------------------- — -- G1----------------------- SHALL VERIFY EXISTING UTILITY DEPTH, LOCATION, AND SHALL CALCULATE WATER DEFLECTIONS ACCORDINGLY. MAINWATER Q � PROFILES AS SHOWN ON THE PLANS ARE INFORMATIONALINFORMATIONAL AND DO U NOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTION OTHER THAN 50% OF THE MANUFACTURER'S EXIST I6-W(RENTON) Q STANDARD ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION INSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS. EXISTING FIRE HYDRANT TO REMAIN 9, FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN - 310.1 PLAN 10. INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOX AND Z CONNECT TO EXISTING PRIVATE WATER SERVICE LINE BEHIND SCALE IN FEET R.O.W. CITY FORCES TO RE -INSTALL EXISTING AMI METER TO NEW ® SETTER. REMOVE AND SALVAGE EXISTING METER BOX AND SETTER. 0 20 40 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. 12. ALL MECHANICALJOINT FITTINGS(MJR) AND VALVES (MIR) SHALL HAVE WEDGE -TYPE RESTRAINED RETAINER GLANDS EQUALTO MEGALUG SERIES 1100 OR ROMAC RO��AAAGRIP. IN ADDITION TO CONCRETE THRUST BLOCKS PER STD P94NS 330.2 AND 330.3. 0 � " v v--------------- a---------------t--_-_-----------_----- -=----------------------- ---- 3 - _-- - ----------- w----._- ------ ------------------- -- C-LINE Vf +00 914+00 915+00 1 \ 917+00 6 \ 9 B+pO T g 919+00 00 _ 2 STA 916+70.0, 22, FIT _ r 000 --DUVALL AVENUE NE—r r16".6" TAPPING TEE (MJ.FL) r 6"GV(FLxMJR) / Q CONC. BLOCK ----•- rA ❑J / P w Z 'F. 7' �ur u EXIST 16'W (RENTON) STA 916+70.0, 39.6'RT FIRE HYDRANT ASSEMBLY PLAN J SCALE IN FEET Z 0 20 40 SUR OROVI eo: DRAWNBY: rM CITY OF RENTON DUVALL AVE NE DRAWING NO. Yy A3 +` a RAwN Ra.55' CONFORMED SET PUBLIC WORKS DEPARTMENT PROJECT NO. 12 dyL5 ;^N o DEIGN BY: DVS ANSPORTAON DIVISION c e fEDAID NO, CHECK BY: DVS WATER PLAN A VE CONSTRUCTION DATE: FED 2021_ QR PR01 MGR: CMC �/�� � STA 908+00 TO 918+80 NUMBER REVISION DESCRIPTION BY APP. GATE FILE: PU2141779W5-WA.,n.�ex� nY: DATE' SHEET OF SHEETNO. 55 Of 94 v� 4 !i! Z IdY STA E1 43.4'LT u 12"-45- BEND (MJR) 3 w /_2'N STA 10+66.10, 0.O'T=- = C STA 919+68.0, 18.1'LT 12"-90' ikj'D (M1R) M 10, I11� N�c \�919+00 c e - I �I- o 00 00 EXIST 16NY(RENTON) 91fl ASS 97 12" CAP WITH 2" BLOW -OFF ASSEMBLY PER CDR STD PLAN 340.1 STA 10+10.0, 0.07= C STA 919+65.2,72.6' LT FIRE HYDRANT ASSEMBLY STA 920+05.9, 40.0' LT 29 LF 12" DI CUSS 52 STA SOM 0, 0.0'T= C STA 911 68.70, 38.41LT 12"-45' B NO MJR e -24 LF 6" DI CLASS 52 4 LF IIyDI CLASS 52 Tl- ^ !­ " t GENERAL NOTES: PROPOSED GRADE AT 6"W LATERAL(TYP) 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. EXISTING GRADE AT 6"W LATERAL(TYP) - APPROX. 356 LF (TOTAL THIS SHEET) 420 - 16 DI CUSS 52 N 19 LF 12" - -' - 7 LF 8" DI CLASS 52 -" � � - - - - - - - - � � � � _ � � � 3 �o - 5. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID - PLUG EX 8" PIPE QUANTITIES SHALL BE CALCULATED AS REQUIRED. DI CIA5552_ 1"SERVICE '(P PLUG EX B"PIPE w b E ID 6 CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS I La �-� L._ 1 ' 16' TEE (FL) 16" RFCA -(1)16"GV(FLxMJR){ �. (1)16"x12"REDUCER(FL) STA91 + (FLKMIR) s STA919LOCK 17.2'LT CONC. BLOCK i E 1 STA i19+73.0, 20.7'RT qW SEE CONNECTION DETAIL R EXISTING 8" WATER LINE CONTRACTOR TO VERIFY LOCATION STA 920tgZ.7, 26.31T (1) 8"-4 ErD(Ml R) 8' LONG SL VE COUPLING RE64aVE E�yD VALVE CONNECTTOE W.LDI] 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. 3. CONTRACTOR SHALL FURNISH AND INSTALLALL MATERIALS AN 'i 420' EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 4. SYMBOLS ARE NOT TRUE SIZE. 6"-45° VERT-BEND (FLXMJR) SEE CONNECTION DETAIL WA6 * r i W --' MAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPT , 6"-05°VERT BEND{M1R) T !^- Z STA 20+30.90 LOCATION, AND SHALL CALCULATE WATER DEFLECTIONS PLUG EX PIPE 1 6"GV(FL) ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE -: -- - -'- - ---- - U V45' VERT BND(FLXMJR) PLANSARE INFORMATIONAL AND DO NOTREPRESENTTHE _ ACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTION _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q OTHER THAN 50% OF THE MANUFACTURER'S STANDARD -- _ - - - - - 400' - - - 400' ALLOWANCE SHALL BE APPROVED BYTHE CITY'S CONSTRUCT) r STA 919+784;129'RT WA INSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS. 9. FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLA a - 310.1 20+00 20+44 10. INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOX AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE BEHIND R.O.W. CITY FORCES TO RE -INSTALL EXISTING AMI MET R TO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOX AND SETTER. EXISTING GRADE AT PROFILE / 1 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH 611W LATERAL (TYP) HORIZ: 1"=20' - POLYETHYLENE ENCASEMENT, VERT: 1 "=4' 12. ALL MECHANICAL JOINT FITTINGS(MJR) AND VALVES(MJR) --T----'-- --- --- - - SHALL HAVE WEDGE -TYPE RESTRAINED RETAINER GLANDS EX GROUNDD E LEV=418.fi9 POTHOLE (WATER) EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP. IN TOP OF 12"ELEV=414.69 ADDITION TO CONCRETE THRUST BLOCKS PER STD PLANS 330. BOTTOM OF 12" ELEV=413.69 AND 330.3. 9.0 LF 12" DI CLASS 52 I '. _ _ _ _ _ _ _ _ _ EXISTING GRADE AT PROPOSED GRADE AT 12" PROPOSED GRADE AT EXISTING GRADE AT 12" C-LINE (TYP) WATER MAIN (TYP) WATER MAIN (TYP) C-LINE (TYP) i V ___ W 2 z u STA 919+68.00 EX B"W - 410' _- z - -- - 410' - -------12"-90°BEND (FdM1R) - STA 920+06.10 APPROX.356.0 LF(To TAC THIS SHEET) 16"DI CLASS 52 21012"SD LENS' TEE (MI STA 919+80.30 6" GV (FLXMJR) STA 10+10.1 16"TEE (FL) 410' -- - 410' - - --- - 16N12" REDUCER (FL) - - STA 920+82.70 - - 12" GATE VALVE (FLXMJR) I6"x8" TEE (M1RxFL) STA 10+46S7, 0.07= STA 30+66.40, 0.0'T= 8'GV(FL) CSTA919+64.1,43A'LT CSTA 919+68.0, 18.11T 12'WS' BEND(MJR) 12"-90°BEND (MJR) ROTATE45'-BNDTO EXISTING(TYP) EAT PROPOSED AT ACCOMMODATE THE 45°VERT ANGLE C-LINE (TYP) �C-LINE(TYP) _ _ _ 400' - - __. - - _ - _.._ -' - - _- __ ___ .400' STA 10+47.91 12"-45° VERT BEND (MJR) M m a m P m m ^ e N m a m a s 'O n n '4 .^i �!. le ea eo ae ee ae a <a <a ev ev ev ee ea ea ea Qa Qa 919+00 920+00 921+00 922+00 923+00 10+00 11+00 PROFILE PROFILE /1 NORM 1"=20' EXISTING GRADE AT 12" HORIZ: 1"=20' VERT: 1"=4' WATER MAIN (TYP) VERT: 1"=4' SURVEYED; `�oaov7 CITY OF RENTON DUVALL AVE NE DRAWINGNO. �y MUWN BY: YM CONFORMED SET PUBUCWORKSDEPARTMENT PROIECTNO. 2141770)45 gk O DESIGN BY: MEK TRANSPORTATION DIVISION c e - FED AID NO. CHECK BY: DVS _ WATER PLAN _ APES E NSIRUCTION DATE: �82022 PR0I MGR: CMC mw~R�n ^ STA 918+80 TO 923+00 NUMBER REVISION DESCRIPTION BY APP. GATE �'"9" FILE: PU2161]J9045-WA. Teo, eY DATE:/ SHEET4 OF6 SHEETNO. 56 OF 94 EXISTING 12" WATER LINE CONTRACTOR TO VERIFY LOCATION PLAN SCALE IN FEET = 0 20 40 GENERAL NOTES: 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. FIRE HYDRANTASSEMBLY — STA 30+10.0,0.O'T= 16N 8" TEE (MJRxFL) 2. CONTRACTOR SHALL FIELD VERI FY ALL EXISTING UTI LITY — C STA 923+81.2, 40.4' LT 8"GV(FL) I LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. (1) 81145° BEND (FLXMJR) (1)8"+T5°BEND (MIR) 3. CONTRACTOR SHALL FURNISH AND INSTALLALL MATERIALS AND a STA 924+54.7, 16.5'LT EQUIPMENT NECESSARY TO COMPLETE THIS WORK. + 22 LF 6" DI CLASS 52 APPROX. 383 LF (TOTAL THIS SHEET)16" DI CLASS 52 / �� -- SEE CONNECTION DETAIL WA6 �� �..� f � — — — — — — — — 4. SYMBOLS ARE NOT TRUE SIZE. S. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID 3 0 QUANTITIES SHALL BE CALCULATED AS REQUIRED, PLUG EX 8"WATER `�� EXIST 8"W TO BE ABANDONED IN PLACE 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS �'—'"' —mow M M M F M M M " EXIST I6"W NEEDED. _E J to MJ PLUG EX GATE VALVE w YJ�W - - c c G G G c 7. ALLCONSTRUCTION MUST COMPLY WITH THE WSDOT LU ��.D�a_G� 7LF8" DICLASS52 925+00 926+00 _ _ 927+00 STANDARD SPECIFICATION (LATEST EDITION) UNLESSOTHERWISE O c-=�--c ,�.P 97A+-+0� - - C-LINE - = " -' - SUPERSEDED BY CITY STANDARDS. C0 00 -I 00VALL AVENUE NE CONNECT TO E%16"WATER MAIN 8. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN M e 6" GV(TEE (M)RxFL) — — — — — - CONTRACTOR TO VERIFY LOCATION. DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES ON 6" GV (FL) B" LONG SLEEVE COUPLING / STA 926+81.7,17.8' LT AND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOT 01 6 45°VERT BEND FLxMJR LENGTH NTHASREX 8"DI CLASS 52, / SEECONNECTIONDETAIL 4 ( ) SHALLEXCEEOTCREA50% OF E MANUFACTURER'S SPECIFICATIONS I TH Q LENGTH AS flEQUIREO i � F ND STA 30+33.9, O.OT= . T T ' '�-� r SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THE N CSTA 923+81.216.5'LT*�'`-' ' MAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, Z (' rP� r.1�1 PnLOCATION, AND SHALL CALCULATE WATER DEFLECTIONS ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE -Cf ---T-- ---- - - - - - - - - PLANSARE INFORMATIONAL AND DO NOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTION LJ 2 OTHER THAN 50%OF THE MANUFACTURER'S STANDARD F Q ALLOWANCESHALL BE APPROVED BY THE CONSTRUCTION PROVISIONS. E%8"WATER LINE Y INSPECTOR. SEE SECTION 7-090F SPECIAL PROVISIONS. CONTRACTOR TO VERIFY LOCATION. 9. FIRE HYDRANT (HVD) ASSEMBLY PER CITY OF RENTON STD. PLAN .310.1 PLAN 10. INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOX SCALE INFEET Z AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE / ® BEHIND R.O.W. CITY FORCES TO RE -INSTALL EXISTING AMI METER 0 20 40 TO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOX AND SETTER. 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. 12, ALL MECHANICALJOINT FITTINGS(MJR) AND VALVES(MJR) SHALL HAVE WEDGE -TYPE RESTRAINED RETAINER GLANDS EQUALTO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP. IN ADDITION TO CONCRETE THRUST BLOCKS PER STD PLANS 330.2 ----___ EXISTING GRADE AT PROPOSED GRADE AT AND 330.3. _--- _____________________ C-LINE (TYP) ` C-LINE (TYP) 410' �� - - - 410' EXISTING GRADE AT 5"W LATERAL PROPOSED TYP) AT 6"W -------------------- -_ LATERAL(TYP) -- -I LATERAL (TYP) ------ — 410, - 410' STA 923+91.20 ( z CUT AND PLUG CONFLICTING 16"x6" TEE(M1xFLxM1) EXS" WATER CROSSING NEW z 6" WATER 400' 6"GV (FLxMJ) APPRO%, 383 LF(TOTAL THIS SHEET) 16"-DIEU15Si3 -400' 2 � � � - � - STA 926+81.60 STA 30+10.00= 12"SD C STA STA 30+33.90= STA 924+54.70 923+81.20, 40.4'LT C STA 923+81.20,16.5'LT STA92T54.70EE xFL) FIRE HYDRANT ASSEMBLY 16"x6"TEE (MJRxFL) _ S"GV(FL) _- _. - :_.._._-__' 400'. ___- 400' (1) 8"-45° BEND (FLXMJR) STA 30+29.17 (1) 8"-45° BEND (MJR) PROPOSED GRADE AT 6"-45° STA 3D+31.3D 8" LONG SLEEVE COUPLING EXISTING GRADE AT c C-LINE (TYP) C-LINE (TYP) VERT END (MJR) 0 6" GV ( FL) 6"35° VERT END (FLxM1R) 30+00 30+44 go <a <e - - - - - - - - - EXISTING GRADE AT 923+00 924+00 925+00 926+00 927+00 927+50 6"W LATERAL(TYP) PROFILE PROFILE HoaJz :"=r HORIZ: 1"=20'_- VERT: 1"=4' SURVEYED: 1G{OROq CITY OF RENTON DUVALL AVE NE DRAWING NO. d, a DRAWN BY: YM CONFORMED SET PROJECT NO. 214M90 5 R }� PUBUC W TRANSPORTATION DIVISION M y^k 4o DESIGN BY: MEN TMNSPORTATION DIVISION o < AID NO. CHECK BY: ovs WATER PLAN DATE: AP O0. CONSTRUCTION DATE: JSB2021 PROI MGR: CMC ,, TMb'„. STA 923+00 TO END T-FNUMBER REVISION DESCRIPTION BY APP. DATE FILE PU21<1JJ9015-WA.dw mm"s""�+w �*� B D"TE' SHEET 5 OF 6 SHEETNO. 57 OF 94 12" M. EXISTII EXISTING 15N12" EXISTING CONC DEAD -MAN BLOCK AND SHACKLE RODS TO EXISTING REDUCER, VALVE AND TEE :ONNECTION AT STA 919+72.80 DETAIL n NO SCALE WA4 CONNECT TO EXISTING 12" WATER (1)16"-45° BEND (MJR) (1) 16' LONG SLEEVE COUPLING CONC. BLOCK CONNECT TO EXISTING 12" WATER (1) I6"-45- BEND (MJRxFL) (1)IISN12" REDUCER (FL) CONNECTTO EX 12" TEE CONC. BLOCK TEE AND (2)12" GV REMOVE EXISTING 8" GATE VALVE INSTALL 8" BLIND FLANGE ON EXISTING TEE INSTALL 8" M) CAP ON EXISTING 8" WATER EXIST 8"W TO BE ABANDONED IN PLACE Hw w NEW 16"W ) EXIST 169N EXISTING 161Ix8"TEE WITH 16" PLUG AND CONC BLOCK REMOVE 16" PLUG AND BLOCKING AT EXISTING NNE" TEE AND CONNECT NEW 16" WATER TO TEE WITH 16" SLEEVE (MJR) AND 16" DI PIPE SPOOLS. DETAIL NO SCALE WAS m P/Pi N �l p-- �_ GV( w TEE (MJRxFL) EXISTING B"W 8"w w 6" GV (FL) w i CONC. BLOCK NEW 16"W M M NEW 8"W I 8" MU PLUG ON EXISTING VALVE CONNECT TO EX 8"W (1)8"15- SEND (FLXMJR) (I)8"-45- BEND (MJR) CONC. BLOCK (I) 8" LONG SLEEVE COUPLING CONC. BLOCK 8" M1 CAP ON EXISTING B"WATER Vy. (I) 8"-45° BEND (MJR) � (I) 8" LONG SLEEVE COUPLING w� CONC. BLOCK _w w EXISTING 8IN 16" x 8" TEE (MJRxFL) 8" GV (FL) NEW 8"W (1) 81"45° BEND (FLKMJR) 8" MJ CAP ON CONIC. BLOCK EXISTING 8" WATER T DETAIL NO SCALE WA4 DETAIL NO SCALE WAS URVEYED: `l��eTgw+3 �'SL DRAWN BY: MEK CITY OF RENTON DUVALL AVE NE DRAWING NO. R3 CONFORMED SET FED N0. 2141779045 b i PUSUCWORKSDEPARTMENi DESIGN BY: MEK TRANSPORTATION DIVNION p � FED AID NO. CHECK BY: DVS pppq E CONSTRURION PROJ 0 CHECKB: CIVIC WATER DETAILS DATE: FEB2021 NUMBER REVISION DESCRI"IDN BY APP. DATE � ' FILE: PU2141779D99-WA.d r�w�bv� BY: DATE: SHEET 60F6 SHEET NO, 58 OF 94 — — — _ — — X-3 _ _ — — vSTA 895+12, 5.5'L1 n STA 894+08, 5.5'LTO 2 r p Z m �q IOSTA 895+11, 5.5'R- 00 _ _ ASTA 894+08, 5.5'RTOS - - 0 O REV WON DESCRIPTION DATE EXISTING STOP SIGN TO REMAIN N EXISTING STREET NAME SIGNS TO REMAIN � � ox —// Z �:\ �-- 9 DUVALL AVENUE NE 891+08 89p�T SHUR CURB TO BE REINSTALLED WITH 3' — —BREAKS. CONTRACTOR -TO COORDINATE WITH CITY ON REINSTALLATION. —H— — I NAME Z N S1— — — — — — PLAN t-lkL SCALE IN FEET 0 2D 40 SURVEYED: DRAWN BY: CDC r DESIGN BY: CDC ECHECK BY: G PROI MGR: CMC ,.yw"ww FILE: PU2141r9045HCH.dwe T..,NE � OSTA 893+59, 27.51T 04 STA 893+58, 16.51LT OS STA 893+58, 5.51T — I STA 893+58, 5.5'RT ----.— 00 STA 893+58, 16.5'RT�_ y TA 893+58, 27.5'RT � W --------------- R-2 i I PLAN SCALE IN FEET Z 0 20 ®0 DUVALL AVENUE NE OSTA 898+00, 5.51 —897+00 S /—� 2— L 3 )STA897+99, 2 9 2 H Q CHANNELIZATION NOTES: OINSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.50-02 02 INSTALL RPM TWO-WAY LEFT TURN CENTERLINE, PER WSDOTSTD PLAN M-20.50-02 OINSTALL RPM WIDE LANE LINE, PER WSDOTSTD PLAN M-20.50-02 O— INSTALL RPM LANE LINE, PER WSDOT STD PLAN M-20.50-02 OS — — — INSTALL RPM DOTTED LANE LINE, PER WSDOT STD PLAN M-20.50-02 O6 INSTALL MMA WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10-03 THERMAL PLASTIC TRAFFIC ARROWS, O PER CITY OF RENTON ANDT WSDOT DPLAN M 24.40102 INSTALL THERMAL PLASTIC TWO-WAY O 1 r LEFT TURN ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.0-02 INSTALL WHITE THERMAL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50402 INSTALL 18" THERMAL PLASTIC STOP 10 LINE, PER CITY OF RENTON STD PLAN SP 128 INSTALL THERMAL PLASTIC 0II II II II RCROSSWALK LINES PER ENTON STD PLAN 127 CITY OF INSTALL WHITE THERMAL PLASTIC 12 TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 13 INSTALL MMA DOUBLE YELLOW CENTER LINE, PER WSDOT STD PLAN M-20.30-03 14 — INSTALL MMA WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 SIGN LEGEND: O INSTALL NEW SIGN ON POST (� RELOCATE EXISTING SIGN TO NEW POST O REMOVE AND SALVAGE EXISTING SIGN b EXISTING SIGN 0 NEW SIGN FLASHING BEACON SIGN (SEE E SHEETS) RIM RADAR SPEED SIGN (SEE E SHEETS) GENERAL SIGN NOTES: 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129. 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO BOTTOM OF LOWEST SIGN. 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED SIGNS SHALL BE INSTALLED IN SAME CONFIGURATION XY NEW LOCATION. 4. RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BE INSTALLED ON NEW METAL POSTS. S. RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PER POLE LOCATIONS SHOWN ON ELECTRICAL PLANS. 6. ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMING TRAFFIC PER CITY OF RENTON STD PLAN 129. 7. SEE SHEET CH5 FOR SIGN SCHEDULE. 8. SEE COB TD PLAN 109 FOR PAVEMENT MARKING MATERIALS. CITY OFRENTON DUVALLAVE NE DRAWING NO. CHZ CONFORMED SET PUBLIC WORKS DEPARTMENT PROIECTNO, 2141779 TRANSPORTATION DIVISION FED AID NO. CHANNELIZATION&SIGNING APPRO E ONSTRUCMON STA 891+50 TO STA 898+50 DATE: �F S 2021 BY: DATE SHEET 1 OF 5 SHEETNO. 59 OF 94 0 — — — — — — — — — ——EXITING'T"INTERSECTION REMAIN — ---- STA 901+12, 5.5'LTO 9 — — — — — — — — — — — — — — — — — — OSTA 899+03=5.5'LT � - - - � TA 899+53, 55LT OS — — — 10 3 STA 900+51, 5.STT 899+00 900+00 SO STA 899+03,555.5'RT — 0TA 899+53,16.5'RT ID OSTA 900+51, 5.5'RT STA 899+53, 5.5'RT Ol O6 STA 899+53, 27.5'RT y O TA 900+51, 16.5'RT 0STA 900+51, 275RT .f DUVALLAVENUE NE i i 9 EXISTING "STOP" AND STREET SIGNS TO REMAIN PLAN SCALE IN FEET = o zD ao F h SO STA 906+41, 46.6'LT I 2 O 10 TA 906+19, 46.9'LT Z O6 TA 905+91, 27.5'LT R-5 ,I----- ---------------------- -- > +1 ti L ( A 903+935.5LT STA 905+91, 16.5LTO DUVALL AVENUE NE - 1D OS STA 905+96, 5.5'LT 0 904+00 905+00 - 906+01 T .. — — 7 7 — "A 7,'" DSTA 905+96, 5.5'RT J ,i 52 0TA 905+96, 16 S'RT J �► - y Q 9 \i OSTA 904+96, 5.5'RT LH)STA 905+96, 27.5'RT SO STA 905+96, 31.5'RT R-7 R-8 PLAN SCALEIN FEET ® 30 STA 906+34, 60.0'RT 0 20 40 14 STA 906+72, 16.5'RT f O 90 CD m _ Z 2 a STA 906+72, 27.51T O STA 906+72, 16.51T G STA 906+72, 5.5'LT n STA 906+72, 27.5'RT O6 STA 906+50, 61.0'RT 10 5.5'RT O1 EXITING "STOP HERE ON RED" SIGN TO REMAIN 'A 907+18, 32.01T G m 2 U VI JSTA 907+72, 5.5'LT W W V= 7 W N n _*4AI — 90 p O 00 m 7 W Tn Z U Q -STA 907+18, 5.5'RT G l nMI V I V L LI LFII IV IV IVV I CJ. OINSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.50-02 OINSTALL RPM TWO-WAY LEFT TURN CENTERLINE, PER WSDOT STD PLAN M-20.50-02 OINSTALL RPM WIDE LANE LINE, PER WSDOT STD PLAN M-20.50-02 O— INSTALL RPM LANE LINE, PER WSDOT STD PLAN M-20.50-02 OS — — — INSTALL RPM DOTTED LANE LINE, PER WSDOT TD PLAN M-20.50-02 O6 INSTALL MMA WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10-03 `^ THERMAL PLASTICTRAFFIC ARROWS, PER CITY OF STD PLAN 109 O ■ AND WSDOTRENTON TD PLAN M 2 40-02 INSTALL THERMAL PLASTIC TWO-WAY O 1 r LEFT TURN ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL WHITE THERMAL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50-02 INSTALL 18" THERMAL PLASTIC STOP 10 U N E, PER CITY OF RENTON STD PLAN SP 128 INSTAULTHERMAL TIC it II II II II RCROSSWALK LINES PER ENTON STD PLAN 12277 CITY OF INSTALL WHITE THERMAL PLASTIC 12 TRAFFIC ARROW TYPE 15, PER WSDOT STD PLAN M-24.40-02 13 INSTALL MMA DOUBLE YELLOW CENTER LINE, PER WSDOT STD PLAN M-20.10-03 S4 — INSTALL MMA WHITE LANE LINE PER WSDOTSTD PLAN M-20.10-03 SIGN LEGEND: O INSTALL NEW SIGN ON POST O RELOCATE EXISTING SIGN TO NEW POST XO- REMOVE AND SALVAGE EXISTING SIGN b EXISTING SIGN 0 NEW SIGN -0 FLASHING BEACON SIGN (SEE E SHEETS) 4 RADAR SPEED SIGN (SEE E SHEETS) GENERALSIGN NOTES: 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129. 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO BOTTOM OF LOWEST SIGN. 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED SIGNS SHALL BE INSTALLED IN SAME CONFIGURATION AY NEW LOCATION. 4. RELOCATED SIGNS ON EXISTING WOOD POTS SHALL BE INSTALLED ON NEW METAL POTS. 5. RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PER POLE LOCATIONS SHOWN ON ELECTRICAL PLANS. 6. ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMING TRAFFIC PER CITY OF RENTON STD PLAN 129. 7. SEE SHEET CH5 FOR SIGN SCHEDULE. B. SEE COR STD PLAN 109 FOR PAVEMENT MARKING MATERIALS. k ARI 11A 4'c 49f SURVEYED: CITY OF RENTON DUVALLAVE NE DRAwtNGNO. CH2 $f���pP y 4 % DRAWN BY: CDC DESIGN BY: CDC CONFORMED SET P BLIC WORR DEPARTMENT PROTE NO. 2_Id}77»g5 ANSPORTATION DIVISION FED AID NO. J CHECKBY: CS APPR CONSTRUCTION CHA SIGNING "Ael�r'N� PROI MGR: CMC""'°'°° �7 /., / STA 898+50 TO STA 908+00 898+50TIOST DATE: FEB2021 NUMBf0. REVISION DESCRIPTION BY APP. DATE rtxdtV 'P , fILE: PU31d1A9009{H.tlwB T +�+•eurm. BY' DATE( SHEET20F5 SHEETNO. ED OF 94 EXITING "SCHOOL SPEED LIMIT 9 20 MPH SIGN WITH FLASHING R-e 9 ry � LI GHT TO REMAIN -----o------- ----- -----------------------��-,�--------- 3 O m = w w —— — — — — — CD VI 14 CD + N 909+00 910+00 911+00 912+00 C m Q srA9o9+16,ssRT DUVALLAVENUENE Q — N— — — — _ — — — — — — — — — — — — — _ _ _ _ w 2 u H a---------------------- EXISTING "CROSSWALK AHEAD" SIGN MOUNTED ON LUMINAIRE TO REMAIN -------------------- EX SOLAR POWER PLAN SPEED LIMIT SIGN SCALE 11 FEET = 0 20 ®D 9 R-12 13 BEGIN STA 916+91, 5.5'LT — — — — — — — — — 2 END — — — — — — — — — — — — — — 6 O2 TA 915+77, 5.5'LT 14 DUVALL AVENUE NE 00 — — 914+00 915+00 915+00 S-8 9 - B 917+00 — fV N 91 TA 915+77, 5.5'RT — — — — — — — — — — — — — — — 1777- IT, — — — — — — — \ — — — — — — — — — — — — — — R-30 PLAN \\ STA 916+91, 5.5'RT O Z SCALE IN FEET 0 20 40 v INSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.50-02 ( ^INSTALL RPM TWO-WAY LEFT TURN CENTERLINE, PER WSDOT STD PLAN M-20.5D-02 OINSTALL RPM WIDE LANE LINE, PER WSDOT5TD PLAN M-20.50-02 INSTALL RPM LANE LINE, PER WSDOT STD PLAN M-20.50-02 OS — — — INSTALL RPM DOTTED LANE LINE, PER WSDOT STD PLAN M-20.50-02 O6 INSTALL MMA WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10-03 THERMAL PLASTIC TRAFFIC ARROWS, PER CITY OF RENTON STE) PLAN 109 O AND WSDOT STD PLAN M 24.40-02 NTALLTHERMAL PLATICTWO-WAY O 1 r LEFT TURN ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL WHITE THERMAL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50-02 INTALL 18" THERMAL PLASTIC STOP 10 LINE, PER CITY OF RENTON STD PLAN SP 128 INSTALLTHERMAL 31 II II II II RCROSSWALK LINES PER ENTON STD PLAN 127SCIITY OF INSTALL WHITE THERMAL PLASTIC 12 TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 13 INSTALL MMA DOUBLE YELLOW CENTER LINE, PER WSDOT STD PLAN M-20.10-03 14 — INSTALLMMAWHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 SIGN LEGEND: O INSTALL NEW SIGN ON POST O RELOCATE EXITING SIGN TO NEW POT O REMOVE AND SALVAGE EXISTING SIGN b EXISTING SIGN M NEW SIGN 40 FLASHING BEACON SIGN (SEE E SHEETS) *1 RADAR SPEED SIGN (SEE E SHEETS) GENERAL SIGN NOTES: 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129. 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO BOTTOM OF LOWEST SIGN. 3. WHEN MULTIPLE EXITING SIGNSARE RELOCATED SIGNS SHALL BE INSTALLED IN SAME CONFIGURATION Af NEW LOCATION. 4. RELOCATED SIGNS ON EXISTING WOOD POTS SHALL BE INSTALLED ON NEW METAL POTS. 5. RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PER POLE LOCATIONS SHOWN ON ELECTRICAL PLANS. 6. ALLSIGNS SHALL BE ORIENTEDTOWARDS ONCOMING TRAFFIC PER CITY OF RENTON STD PLAN 129. 7. SEE SHEET CH5 FOR SIGN SCHEDULE. 8. SEE CDR STD PLAN 109 FOR PAVEMENT MARKING MATERIALS. �q R2 RR.Rv�c SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. R��os DRAWN BY: CDC CONFORMED SET PROJECT NO. 2141779005 AR' DESIGN BY: CDC PUBUC WORKS DEPARTMENT TRANSPORTATION DIVISION FEDAID NO. CHECK BY: a - CHANNELIZATION&SIGNING PROI MGR: CIVIC "'"„„"wE'Ew^,,�° w,.e AP OV RCONSTRUCTON , STA 908+00 TO STA 918+00 DATE: SHEET NO. FEB 3021 61 OF 94 NUMBER REVISION DESCRIPTON BY APP. DATE DRILL tip' vvm, FILE: PU2141T/90A5{X.tlwB :,:vra�� BY0 ��' SHEET3 OF5 10 STA 919+48, 44.8TT NI X-6 %-7 S-9 X-8 W //I T NAMEIN( Z� ;EXISTING ' --_-__-_�_V r9 7 - 9+31, 16.5'LT STA 911 S 10 13 STA 919+31, 5.STT 00 00 00 _ - _ 919+004 Q STA 918+31, 5_5'RT OSTA 919+31,27.5'R7- O - w Z 10 STA 919+31,31.5'RT- J 2 H Q 7 14 STA 920+22, 16.51T 1, 27_51T O 920+00 STA919+31,5.5'RT( STA 919+31, I6.5'RT G 14 STA 920+22, 16.5'RT i i IX-9 5-12 STA 919+70, 49.0'RT STA 919+81, 49.6'RT 10 12 1 STA 923+51, 39.0'LT 10 L ( INSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.50-02 R-16 O ^INSTALL RPM TWO-WAY LEFT TURN � \\ CENTERLINE, PER WSDOT STD PLAN R-18 R-19 M-20.50-02 0 INSTALL RPM WIDE LANE LINE, PER - I WSDOT STD PLAN M-20.50-02 -- �� O4 -INSTALLRPM LANE LINE, PER WSDOT - - - - - ---��I 3 STD PLAN M-20.50-02 N OJ w OS - INSTALL RPM DOTTED LANE LINE, PER -STA 920+38, 31.5'LT SO STA 921+22, 5.5'LT O6 '^ m w WSDOT STD PLAN M-20.50.02 - - - :y w O6 -PERINSTAU LINE _ _ 7 O STA 922+62, 5.5'LT O M-20.1WIDE -0 PER WSDOT STD PLAN M-20.10-03 �- 00 921+00l. _ I 922+00 _ ;y 92 n9 m ] O h PER CITY THERMAL P ASTIC TRAFFIC STD PLAN OW CITYOF EN 109 0 AND PLAN M 24.N STA 920+38, 5.5'RT 10 DUVALL AVENUE NE - INSTALL THERMAL PLASTIC TWO-WAY LEFTTURNARROWS, PERCITYOF TA 920+22, 5.5'RT 13 - Z RENTON STD PLAN 109 AND WSDOT 8 :+ STD PLAN M-24.40-02 2 r O _ Q O �--$ INSTALL WHITE THERMAL PLASTIC BICYCLE LAN E SYM BOL PER WSDOT r STD PLAN M-9.50-02 --------------- _ _ _ - 9 - - - 10 INSTALL SS" THERMAL PLASTICSTOP LINE, PER CITY OF RENTON STD PLAN STA 920+22, 27.5'RT O6 END 13 STA 922+62, 5.5'RT EXISTING "END SCHOOL SP 128 EXISTING SCHOOL CROSSING WITH ZONE" SIGN TO REMAIN BEGIN 2 INSTALL THERMAL PLASTIC DIAGONAL ARROW TO REMAIN 11 II II II II LINESLAN PER CITY OF RENTONSTD 127 PLAN kh SCALE IN FEET = INSTALLWHITE THERMAL PLASTIC ® 12 TRAFFIC ARROW TYPE 15, PER WSDOT 0 20 40 STD PLAN M-24.40-02 12 13 INSTALL MMA DOUBLE YELLOW 10 STA 926+30, 39.0'LT � STA 92fi+4fi 39 0'LT10 X-10 CENTER LINE, PER WSDOT 5TD PLAN W BEGIN 13 STA92 m 9 - - - END 2 Q W 925+00 N - 924924+�� - - - -I DUVALL AVENUE NE Z Q �2 9 EXISTING "END SCHOOL ZONE" SIGN TO REMAIN STA 927+60, 28.01T M-20.10-03 O ' \ STA 926+6,4,, 27.5'LTO � INSTALL VIVA WHITE LANE PER5-1R-22 WSDOT STD PLAN M-20.10-03 SIGN LEGEND: _____-____�� 14 STA 926+64, 36.5'LT 13 STA 926+64, 5.51T - Oj 926+00 927 -STA 925+74, 5.5'RRTT �O2 OSTA 927+14, 5.8" L 141 STA 926+64. 16.51RT 7 PLAN = L - SCALEIN FEET 0 20 ®0 16 STA 926+64, 27.5'RT- O INSTALL NEW SIGN ON POST RELOCATE EXISTING SIGN TO NEW POST - STA 927+60, 17.31T 14 O REMOVE AND SALVAGE EXISTING SIGN ,y - STA 927+59, 5.61T 13 EXISTING SIGN F NEW SIGN 928+00 -_ 1 _ zzi 4m FLASHING BEACON SIGN (SEE E SHEETS) IT 40 RADAR SPEED SIGN (SEE E SHEETS) STA 927+59,BOATO6 - �STA927+59,17.1'RT Q4 - GENERAL SIGN NOTES: 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129. 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO __ BOTTOM OF LOWEST SIGN. 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED SIGNS SHALL BE INSTALLED IN SAME CONFIGURATION Af NEW - - - _ - - LOCATION. 4. RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BE INSTALLED ON NEW METAL POSTS. O6 STA 927+59, 28.3'RT X-11 5. RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PER POLE LOCATIONS SHOWN ON ELECTRICAL PLANS. 6. ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMING TRAFFIC PER CITY OF RENTON STD PLAN 129. 7. SEE SHEET CHS FOR SIGN SCHEDULE. B. SEE CDR STD PLAN 109 FOR PAVEMENT MARKING MATERIALS. NARI SURVEYED:I CITY OF RENTON DUVALL AVE NE DRAWING NO. CH4 2q "V OF *44y7 DRAWN BY: WC CONFORMED SET PROIECTNO. 914172 u y ¢ % DESIGN BY: WC NT PUBUC WORM DIVISION TRANSPORTATION DIVISION CHECK BY: GS - CHANNELIZATION&SIGNING FED AID NO. AP VE NSTRUCION DATE: FES 2021 "Kc,ATsi4° PRW MGR: CMC ,,,,w"„."„„�, rm STA 918+00 TO END SHEETNO. 62 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE L vyayv, FILE: PU2141T79W5-DH.dn .�mw.n BY: DATE:' SHEET 4OF5 W C F- I- LID Z i EXISTING YEILD AND "STOP HERE ON RED" SIGNS TO REMAIN STA 550+86, 32.51T ( D6 ST 7 7 DUVALL AVENUE NE 51+00 52+00 CHANNELIZATION NOTES: 0I NSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.5G-02 0 INSTALL RPM TWO-WAY LEFT TURN CENTERLINE, PER WSDOT STO PLAN M-20.5G-02 O1 NSTALL RPM WIDE LANE LINE, PER WSDOTSTD PLAN M-20.50-02 O- INSTALL RPM LANE LINE, PER WSDOT STD PLAN M-20.50-02 O- - - INSTALL RPM DOTTED LANE LINE, PER WSDOT STD PLAN M-20.50-02 O6 INSTALL MMA WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10-03 THERMAL PLASTIC TRAFFIC ARROWS, O ■ PER CITY OF RENTON ANDD WSDOT STPLAN M 20 4. 102 INSTALL THERMAL PLASTIC TWO-WAY LEFT TURN ARROWS, PER CITY OF RENTON 5TD PLAN 109 AND W5DOT STD PLAN M-24.40-02 Of-$ INSFALL WHITE THERMAL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50-02 10 INSTALL 28" THERMAL PLASTIC STOP LINE, PER CITY OF RENTON STD PLAN SIP 228 INSTALL THERMAL 11 II II II II LINES PER CITY OF RCROSSWALK ENTON STD PLAN 1L2A7 12 INSTALL WHITE THERMAL PLASTIC TRAFFIC ARROW TYPE 1S, PER WSDOT STD PUN M24.0-02 13 INSTALL MMA DOUBLE YELLOW CENTER LINE, PER WSDOT STD PLAN M-20.30-03 14 - INSTALL MMA WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 PLAN SCALE IN FEET Z 0 20 40 GENERAL SIGN NOTES: 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129. 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO BOTTOM OF LOWEST SIGN. 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED SIGNS SHALL BE INSTALLED IN SAME CONFIGURATION AY NEW LOCATION. 4. RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BE INSTALLED ON NEW METAL POSTS. S. RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PER POLE LOCATIONS SHOWN ON ELECTRICAL PLANS. 6. ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMING TRAFFIC PER CITY OF RENTON STD PLAN 129. 7. SEE SHEET CH5 FOR SIGN SCHEDULE. 8. SEE COB STD PLAN 109 FOR PAVEMENT MARKING MATERIALS. Ci FNd��yNddlRa LL_) REMOVE AND SALVAGE EXISTING SIGN O INSTALL NEW SIGN ON POST RR-- RELOCATE EXISTING SIGN TO NEW POST I: EXISTING SIGN F NEW SIGN *m FLASHING BEACON SIGN (SEE E SHEETS) 40 RADAR SPEED SIGN (SEE E SHEETS) O I- l:2 I COSTING FUNDING SOURCES: LOCAL CITY FUNDS WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER GRANT DETAIL 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 RENTON 3. SIGN SIZE IS 24" X48". CUSTOM DOE SIGN DETAIL NO SCALE CHS 52+44, 27.71T 6 m DETAIL NOTES: 53+00 1. ALL LEGEND IN SERIES C 2000 (4") LETTERING. + 2. COLORS: LEGEND- BLACK(RETROREFLECTIVE) BACKGROUND-WHITE(RETROREI DIVE) 3. SIGN SIZE IS 30" X 30". CUSTOM BIKE SIGN DETAIL^ NO SCALE CHS CHI SIGN SCHEDULE SIGNIf DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT X-1 13-16A BIKE LANE ENDS 890+81 39.0' LT EX PEDESTRIAN X-2 W11-2 CROSSING 894+22 34.0'RT EX X-3 R3-I6A BIKE LANE AHEAD 895+02 39.5'LT EX S4 OM3-L OBIECTMARKER 895+13 0.0'RT 12"X36" IN MEDIAN ON METAL POST S-2 OM3-L OBIECTMARKER 897+98 0.0'RT 12"X36" IN MEDIAN ON METALPOST R-1 Rl-I STOP 891+78 46A'RT EX R-2 W11-2 PEDESTRIAN 891+95 M.0'RT EX CROSSING CH2 SIGN SCHEDULE SIGN p DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT TURNING VEHICLES X4 R10-15 YIELDTO 906+12 51.3'LT EX PEDESTRIANS TURNING VEHICLES X-5 RIO-15 YIEWTO 906+55 64.0'RT EX PEDESTRIANS S-3 OM3-L OBIECTMARKER 902+18 0.O'RT 12"X36" IN MEDIAN ON METAL POST S4 OM3-L OBIECTMARKER 903+91 0.0'RT 12"X36" IN MEDIAN ON METAL POST TURNING VEHICLES S-5 R30-15(MOD) STOPFOR 906+12 51.3'LT 30"%30' MOUNT UNDEER RELOCRELOCE RELOCATED PEDESTRIANS STOPSIGN, SIGN 6 TURNING VEHICLES S-6 R10-15 (MOD) STOP FOR 906+55 64.0' RT 30" %30" MOUNT UNDER EXISTING PEDESTRIANS STOP SIGN SI-I SCHOOL R-3 CROSSING 901+90 39.5' RT EX BAND TO LIGHT POLE L07 W36-9P AHEAD 5431` SCHOOL R-4 903+13 90.0'RT EX SOUR FLASHER, SEE SPEED LIMIT 20 12-1 MPH SHEETS FOR RELOCATION 544p WHEN FLASHING R2-1 SPEED LIMIT 35 R 5 MPH 903+51 39.2' LT EX SS-2 END SCHOOL ZONE RI-1 STOP D3-1 STREET NAME NE LOTH ST R- D3-1 STREET NAME DUVALLAVE NE 906+12 51.3' LT E% CUSTOM GUIDE MARTIN LUTHER KING SIGN SAPTISTCHURCH R-7 RSO-6 STOP HEEDRE ON 906+00 41.7' FEE EX D3-1 STREETNAME NE 30TH ST, BAND TO UGHT POLE L12 R-8 906+10 48.6'RT EX 33-1 STREET NAME DUVALL AVE NE, BAND TO LIGHT POLE L12 CH3 SIGN SCHEDULE SIGN# DESIGNATION COMMONNAME LOCATION OFFSET SIZE COMMENT 5-7 OM3-L OBIECTMARKER 909+38 0.0'RT 12"X36' IN MEDIAN ON METAL POST S-8 OM3-L OBJECT MARKER 915+75 0.O'RT 12"X36' IN MEDIAN ON METAL POST RA Sl-1 SCHOOLCROSSING 911+17 37.0'LT E% W36-9P AHEAD R-10 S4-5 SCHOOL SPEED LIMIT 20 MPH 913+15 40.0'RT EX R-11 S 3P SCHOOL 915+87 39.5'RT EX BAND TO LIGHT POLE L15 R2-1 SPEED LIMIT 20 MPH S4-4P WHEN FLASHING R-U 55-2 END SCHOOL ZONE 916+59 37.0'LT EX CH4 SIGN SCHEDULE SIGN# DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT X-6 R7-1 NO PARKING 918+08 42.5'LT E% %-7 17-1 NO PARKING 918+69 41.5'LT EX %-8 R10-15 TURNING VEHICLES YIELD TO PEDESTRIANS 939i 3 43.5'LT EX X-9 RIO-IS TURNING VEHICLES YIELD TO PEDESTRIANS 919+88 53.5'RT EX X-10 13-16A BIKE LANE BEGINS 900+52 39.5'LT EX %-11 13-16 BIKE LANE ENDS 900+62 40.0'RT EX S-9 R9-3A NO PEDESTRIAN CROSSING 919+43 43.5' LT 12" X IS- ORIENT FACING EAST ON EXISTING POST S-10 RIO-15(MOD) TURNING VEHICLES STOP FOR PEDESTRIANS 919+43 43.5'LT 30"X3O" MOUNT UNDER EXISTING STOP SIGN 5-11 R9-3A NO PEDESTRIAN CROSSING 919+43 35.51RT 1211X18" ORIENT FACING WEST BAND TO LIGHT POLE LIS S-12 R10.15(MOD) TURNING VEHCLES STOP FOR PEDESTRIANS 919+88 53.5'RT 30"X30" MOUNT UNDER EXISTING STOP SIGN S-13 RI-1 STOP 923+33 40.0' LT 30" X 30" 5-14 RI-1 STOP 926+27 40.0' LT 30" X 30" R43 51-1 SCHOOLCROSSING 918+26 39.51RT EX BAND TO LIGHT POLE LI7 W36-9P AHEAD R-14 R30-6 STOP HERE ON RED 919+25 40.0' RT EX R-15 D3-1 STREET NAME 919+42 35.5'RT EX NE I2TH ST, MOUNTTO LIGHT POLE L38 D3-1 STREET NAME DUVALL AVE NE, MOUNTTO LIGHT POLE L38 CUSTOM GUIDE SIGN DEAD END, MOUNT TO LIGHT POLE Lib R-16 SI-1 SCHOOL CROSSING 920+29 38J'LT EX WI6.7P DIAGONALARROW R-17 R10.6 STOP HERE ON RED 920+39 38.5'LT EX R-18 51-1 SCHOOLCROSSING 921+76 39.5' LT EX BAND TO LIGHT POLE L20 WI6-9P AHEAD R-19 S4-3P SCHOOL 912+91 39.5' LT EX SOUR PUSHER, SEE E SHEETS FOR RELOCATION 12-1 SPEED LIMIT 2D MPH S44P WHEN FLASHING R-20 - RADAR SPEED SIGN EX SEE E SHEETS FOR RELOCATION R-21 54-5 REDUCED SCHOOL SPEED LIMIT AHEAD 926+22 39.5'LT E% BAND TO LIGHT POLE U4 ft-22 Sl-1 SCHOOLCROSSING 927+22 40.(W LT EX BAND TO LIGHT POLE US WI6AP AHEAD 416 CUSTOM DOE DEPT. OF ECOLOGY GRANT INFORMATION 919+43 43.5'LT 24'k48" SEE DETAIL 2 THIS SHEET CH5 SIGN SCHEDULE SIGN# DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT S-15 CUSTOM BIKE BICYCLES MAY USE SIDEWALK 52+28 41.2'LT EX SEE DETAIL I THIS SHEET R-23 R3-16A BIKE LANE ENDS 52+28 41.2'LT EX MOUNTABOVE 5-5 R*t�y4e'u� c ? t 'gc�EFib° 4BpA m,,,,o, SURVEYED: DRAWN BY: me DESIGN BY: CDC CHECK BY: CS PROIMGR: CMC FILE: PU2141n90 .dwp CONFORMED SET p++rtmm CITY Of RENTON PUBLIC NSPORTWORKS TIONDITMENi TRANSPORTATION DIVISION APP OVE CONSTRDCTION Br: DATE: DUVALL AVE NE CHANNELIZATION&SIGNING BEGIN TO STA 52+60 SHEET OF DRAWING NO. CHS FED AID N. 214ll7.9�.5 FED AID NO. DATE F ES 31 SHEET NO. 63 Of 94 NUMBER REVISION DESCRIPTION BY APP. DATE GENERAL NOTES: w Q N Z U w F 892+00 893+00—=s— __i_994+00 _— C3 Po 14^ DUVALLAVENUENE - --- .11—� =d_ — c �n� P D d Pi H C2 °._�'� _ � Pam__ P_ o'. P2 JOl m i P3 1-3", 3-4" 5 z Cl 1-4" II11 PLAN Z SCALE INFEET 0 20 ®0 LEGEND: COMMUNICATIONS VAULT -E =P--� - - - - - �'��P--- d � E2j' POWER VAULT /- —TV— COMMUNICATIONS CONDUIT 11� —P— POWER CONDUIT JO P5 \fin" _ B Po q F 1 I OM W CONSTRUCTION NOTE Z y I,.., ANSEE CONDUIT NOTE WIRE SCHEDULE PLAN kk ,_ PSE IDENTIFIER SCALE IN FEET zv 0 20 40 1. LOCATING EXISTING UTILITIES PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFUCTSSHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 2. ALL VAULTS AND CONDUITS SHALL BE INSTALLEDAT THE GENERAL LOCATIONS SHOWN ON THE PLANS. LOCATION SHOWN ARE SCHEMATIC. CONTRACTOR SHALLCOORDINATE EXACT VAULT LOCATIONSAND ELEVATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 3. LOCATIONS AND DESIGN SPECIFICATIONS FOR EQUIPMENT AND TRENCHES SHALL BE COORDINATED WITH PSE, PRIOR TO CONSTRUCTION. 4. CONTRACTOR 15 RESPONSIBLE FOR EXCAVATION, TRENCHING, INSTALLATION AND BACKFILL OF PSE SUPPLIED MATERIALS AS NOTED ON THESE PLANS. 5. EXISTING AND PROPOSED UNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE ON THE PLANS. POWER UNDERGROUNDING NOTES: P1 INSTALL VAULT - PSE TYPE 2'6" X 2'6" X 2'0" BELOW GRADE HANDHOLE. SEE DETAIL 1, SHEET PU4. P2 INSTALL VAULT - PSE TYPE 4'8" X TX 5'8" BELOW GRADE 575 J-BOX & PULL VAULT WITH ANTI-SKID DOORS. SEE DETAIL 2, SHEET PU4. OP3 INSTALL CONDUIT RISER(S) ON PSE UTILITY POLE, SIZE AND QUANTITY AS NOTED ON PLAN. P4 INTERCEPT EXISTING PSE CONDUIT AND ROUTE INTO NEW VAULT. SIZE AS NOTED ON PLAN. P5 CONNECT CONDUITS INTO EXISTING PSE VAULT. OINSTALL VAULT- PSE TYPE 5'3" X 2'3" X 2'9" BELOW GRADE FIBER VAULT. SEE DETAIL 3, SHEET PU4. PT POLE TO BE INSTALLED BY PSE PRIOR TO CONSTRUCTION. LOCATION MAY NOT BE AT EXACT LOCATION SHOWN. PB REMOVE EXISTING PSE VAULT. CONTRACTOR TO COORDINATE REMOVAL WITH PSE. COMCAST UNDERGROUNDING NOTES: C1 INSTALL CONDUIT RISER(S) ON EXISTING PSE UTILITY POLE. SIZE AND QUANTITY AS NOTED ON PLAN. CZ INSTALL VAULT - COMCAST TYPE I'6"XTO"ABOVE GRADE PEDESTAL, CONTRACTOR TO COORDINATE WITH COMCAST FOR COMCAST INTERCEPTION OF EXISTING CONDUIT AND ROUTING INTO NEW PEDESTAL. CONDUIT SCHEDULE RUN NO. X CONDUIT LENT CONDUITSIZE PUGETSOUND ENERGY COMCAST r r 4• 4' 1 10 LF 1 2 10 LF 1 3 1 3 170 LF 3 1 4 MLF 1 5 20 LF 2 B 20 LF 1 MLF 1 B 20 LF 2 9 550 LF 3 10 4D LF 2 1 20 LF 1 MARY =RCS OP R'LRY/eC� u m i 7WAL �'" �,� suavEYEo:I PRAWN BY: MEK DESIGN BY: MEK CHECK BY: - PROIMGR: CMC HUI PU314177904SPU.Swl CONFORMED SET .; "„°,w „� rxa �uvws CITY Of RENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION AP OV FOR CONSTRURION �/ BY' DATE:/�_K DUVALL AVE NE POWER UNDERGROUNDING PLAN NE 7TH PL TO NE 9TH ST SHEET 1 OF DRAWING NO. PU1 PRCJ5CTNp. 277 5 FEDAID NO. DATE: @2022_ �j SHEET NO. M OF 94 NUMBER REVISION DESCRIPTION BY APP, DATE 1 ------------------ 1-3", 1-4" P3 JO PROPOSED UTILITY \ EASEMENT LINE �3 \\ ---- - P2 J08 -- Btv400 a 919+� DUVALLAVENUE N�^ I d ezo.00 _ - _ Po 921400 — G - - 00 $$ - -�- - --- - t~----------- 1-2", 2-3" P3 PO PLAN Z SCALE IN FEET 0 20 40 i PS JOS / y LEGEND ® COMMUNICATIONS VAULT 0 M POWER VAULT —TV— COMMUNICATIONS CONDUIT —P— POWER CONDUIT #� CONSTRUCTION NOTE CONDUIT NOTE JI SEE WIRE SCHEDULE ® PSE IDENTIFIER GENERAL NOTES: 1. LOCATING EXISTING UTILITIES PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 2. ALL VAULTS AND CONDUITS SHALL BE INSTALLED AT THE GENERAL LOCATIONS SHOWN ON THE PLANS. LOCATION SHOWN ARE SCHEMATIC. CONTRACTOR SHALL COORDINATE EXACT VAULT LOCATIONS AND ELEVATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 3. LOCATIONS AND DESIGN SPECIFICATIONS FOR EQUIPMENT AND TRENCHES SHALL BE COORDINATED WITH PSE, PRIOR TO CONSTRUCTION. 4. CONTRACTOR 15 RESPONSIBLE FOR EXCAVATION, TRENCHING, INSTALLATION AND BACKFILL OF PSE SUPPLIED MATERIALS AS NOTED ON THESE PLANS. 5. EXISTING AND PROPOSED UNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE ON THE PLANS. POWER UNDERGROUNDING NOTES: Pi INSTALL VAULT-PSE TYPE 2'6" X TV X 2-0" BELOW GRADE HANDHOLE. SEE DETAIL 1, SHEET PU4. P2 INSTALL VAULT- PSE TYPE 4'8" X 7' X 5'B" BELOW GRADE 575 J-BOX & PULL VAULT WITH ANTI-SKID DOORS. SEE DETAIL 2, SHEET PU4. P3 INSTALL CONDUIT RISER(S) ON PSE UTILITY POLE. SIZE AND QUANTITY AS NOTED ON PLAN. P4 INTERCEPT EXISTING PSE CONDUIT AND ROUTE INTO NEW VAULT. SIZE AS NOTED ON PLAN. PS CONNECT CONDUITS INTO EXISTING PSE VAULT. OINSTALL VAULT- PSE TYPE 53" X 2'3" X 2'9" BELOW GRADE FIBER VAULT. SEE DETAIL 3, SHEET PU4. PT POLE TO BE INSTALLED BY PSE PRIOR TO CONSTRUCTION. LOCATION MAY NOT BE AT EXACT LOCATION SHOWN. PB REMOVE EXISTING PSE VAULT. CONTRACTOR TO COORDINATE REMOVAL WITH PSE. CONDUIT SCHEDULE RUN NO. X CONDUIT LENGTH CONDUIT 512E PUGETBWNDENERG2 Y 11 10 LF 1 13 IDLF 1 14 WLF 2 15 IDLF 1 15 90 LF 1 1 17 IMLF 1 2 1B 20 LF 2 19 30LF 1 20 tm F 2 31 30 LF 4 2 22 SG 2 1 23 0LF 1 24 0LF 1 25 0LF 1 MARL =FS,oT/�cC A w� N U n i .v4o °IA01R°µ49 AL B1� , SURVEYED: DRAWN BY: MEK DESIGN BY: MEK G Ea BY: - PROD MGR: CMC FILE: PU2141]J9045-PU.dwg>m.m,er I CONFORMED SET w"„.,�° CITY OF RENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION AP RUCTION q 3YP V FOR CONSTDAT/A4 DUVALL AVE NE POWER UNDERGROUNDING PLAN STA 916+50 TO STA 921+50 SHEET 2 OF 4 DRAWING NO. PU2 PROJECTNO. 42j_17790AA5 ED AIDNO. DATE: �FB217L SHEET NO. 0 OF 94 NUMBER REVISION DESCRIPTION By AFP, DATE PSE GENERAL SPECIFICATIONS Scope of Work - OH to UG conversion along Duvall Ave NE between NE 7th PI and NE Sunset Blvd. General - All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards are available upon request. - Work sites shall be kept clear of debris and all construction materials; equipment and packing shall be removed daily. - Return all unused and removed poles, transformers and hardware to PSE, storeroom. All copper shall be coiled and returned the day it is removed from the poles. Remove all unused pins and insulators. - Return all stree8ights, area lights and floodlights to Sumner yam. Pre -Construction Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advance of starting work in Right-of-way involving a Permit. All system switching shall be approved by System Operations (425-882-4652) a minimum of 4B hours in advance. Notify customers of all outages 48 hours in advance. Work Drewinos & 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 of work 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 Refer 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 otherwise instructed by the System Operator. Provide signs, barricades, and traffic Control in Conformance with permit regulations. -. Utilize Bagging and other vehicle traffic Control as necessary and in conformance with local traffic regulations. Maintain traffic Bow as required by permitting agency. Joint Facilities - Coordinate with Communication Companies for transfers. OVERHEAD CONSTRUCTION Poles & Structures Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from 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 than specified. Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 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 mansfemed off and return to PSE storeroom. Fill and crown 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 being worked within the scope of the project where they are currently missing. For 12vK Conslmction, install avian protection with #4 CU-covered jumpers (MID#9998076) and #4 SO Aluminum Coveredtie-wire(MID#8309760). For 34vK ConsWction use bare wire primary jumpers with pre -formed helical -grip ties and avian protection devices when required per Sid. 6015,2000. Jumpers for poles that are double 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 Common neutral. Use Load -interrupter cutouts (with are shields) on all primary overheads and underground taps with fused protection above 40T. Install Wildlife Protectors on all transformers. Cable Taos and Pulkno - Primary Underground Cable Identification Tag installation shall conform to PSE standards 6825.6050. - Cable Pulling shall conform to PSE standards 6825.6100 and 6825.6150 RESPONSIBILITIES OF THE CITY Documentation - The city and their contractor shall attend a pre -construction meeting specifically for installation of bare duct and vault system. - 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 acceptance required 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 PSE line workers. - The city shall provide all trench excavation and backfill for the installation of new or modified PSE underground distribution system 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 other utilities. It is the Citys responsibility to install PSE facilities at necessary depths to avoid and provide required clearances to 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 fashion without 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 existing underground cables into the new vaults. This excavation will be provitled 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 the conduits to a depth of six inches above and to the sides of the Conduit, and two inches underneath, per PSE Standard 6790.0140. 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 vault settling. - PSE Vaults in planter areas shall be set 2" above final grade. - PSE Vaults in ham surface locations such as sidewalks shall be adjusted to match finished grade poor to the installation of PSE 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 are energized. 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 this document. 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 PSE satisfaction prior to PSE accepting delivery of bare conduit & vault system. Conduit Installation All PSE conduit installations shall Conform m 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 PEE Conduit run prior to final PSE acceptance. Proofing is defined as pulling a mandrel of the same diameter through the Conduit. Mule tape provided by PSE shall be pulled in behind the mandrel in each Conduit ran as 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. Vault entries causing cables to cross each other in the vault, or lay in the vault unevenly, will be rejected and corrected at the 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 vault wall 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 to avoid other utilities the maximum bend radius allowed is 22-1/2 degrees. Bend radius greater than 22-112 degrees require prior approval from PSE engineering representatives. All PSE conduits shall be placed with the minimum separation between other utility facilities as specified in PSE standard 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 case basis provided that such installations adhere to PSE standard 6790.0130 figure 2. Pre -approval by PSE engineering representatives is required. City installed empty conduit is not able to be located by normal means. It is the City's responsibility to note the location and depth of the installed conduit and protect it from damage by themselves or others throughout the duration 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 a minimum of 5 days- advanced notice to PSE storeroom. - PSE representatives will provide delivery of all miscellaneous material necessary for duct & vault installation, such as 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 install vaults. Install mastic sealant between the sections of mull -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. The PSE 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 PSE and 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 for all PSE facilities to the satisfaction of the PSE Inspector on site. If the Inspector is unable to verify proper depth of burial, location, or grade of PSE facilities a non-compliance document will be issued effecting PSE final acceptance of city installed facilities for PSE. EROSION & SEDIMENT CONTROL REQUIREMENTS EROSION a SEDIMENT CONTROL SHAM BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION a SEDIMENT CONTROL a ANY ADDITIONAL LOCAL JURIs01CTION REQUIREMENTS. (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, 4 SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) ♦N IAA R1 suavEvsO: DUVALL AVE NE pRAWING NO. PU3 o1•+s» °t DRAWNBY: MEK CITY OF RENTON (4= `A PUBUCWORKSDEPARTMENT PROJECTNO. 143 779 O } DESIGN BV: MEK TRANSPORTATION DIVISION CHECK BY: - CONFORMED SET POWER UNDERGROUNDING NOTES FED AID NO. AP OV ONSTRUCTION PATE: �F,@;g2j- reo ..� PROJ Mm: CMC . "w.a'„„c SHEET OF NUMBER REVISION DESCRIPTION $I'. DATE AL , FILE: PU314177904SPU.dwg -� r� ?� BP DATE �� / SHEET NO. fifi Of 90 7-D.. — a domer run TOP VIEW nductors In dud 2" 6" C.A.d! rcrk SIDEVIEW EXCAVATION: S-1a CUBIC YARDS SINGLE PHASE SECONDARY CONCRETE HANDHOLE - HH1 NOTE: Cusbme-phatelled seems) ing whit 1 connected on the single-phase systems arch They shah` wire on the Buee-phrasesrperor atoll notbeaut waNtlb PGES pmuntl or neutral bus.TMy shall be ramavetl by customer W art oR N be vauX wall. DETAIL /; \ NO SCALE Open Suit WFor H-2o Wheel ____ ____ _______ 1 Load In OIF3[reet Cautions \�`� i id i- 1� WhLreNotSTbjjec To i L A B-0" Tubes fore" I �I Adjustable Bolts l4) (213Skid e MN -Skid T Adjustable Cover Doors 2490Ibs O -0. S1 1 Top S.I.o TOP VIEW 1B351bs 4'-0` Adjustable Govar Final Grade TWO' HentlFole (Sees Sx NOTE Bdsw) Ipavemen') 47BDIbs B" BW- T-p Crush 145'8 Rah NOTE: y The Top Co., shall be leveled end adjusted to Final Grade sing the Adjustable Bolts. This Installation is For Pavement or SIDE VIEW Sidewalksonly. Excavation -24 cubic yards 575 J-BOX & PULL VAULT EXCAVATION DETAIL - J01, J03, J04, JOB SCALE: NONE miO NN162 }' — Bol1/2"wie.He.nB 1211/3" Dia. Hex Bolts. Recessed UnFordis, •Galvanhad Diamond Plate Covers w/ Bolt -Down Lohin,, P. Y. 3/00lnsert, w/Hex Bolt 3}"MjustmeM 2 Each Side, 2 Sides (11/2" Dia. Cm Hole r 1' / 1Ea651de221des Galvanised "C" Channel, 4'-0" K. 1 Each Side, 2 Sides SECTpRAA FIBER VAULT DETAIL - FB1 SCALE: NONE CLINKPID421]BMB DETAIL ial NO SCALE Dia. Pullin,, Insert h End, 2 Ends DETAIL /1 NO SCALE L----------- J I 14 + ^' II C I II J II Full Length Knockout_ EXh NEW WIDTH VARIES PER NUMBER AND SIZE OF CONDUITS IS" MIN) BACKFILL CITY ILLUMINATION CONDUIT (WHERE APPLICABLE) SIZE AND NUMBER OF POWER/COMM CONDUITS PER PLANS/SCHEDULE (TYP) FINISHED GRADE KIN 1. Z 2_ M 6" MIN SAND SHADING 2" MIN SAND BEDDING TYPICAL LATERAL TRENCH DETAIL n NO SCALE NOTE: Trench and bahfill requlremeMs for primary electric line a tendon trenches (No PSE gas) -A 17 alerol al is rewired when excavates native material contare locks up to ID` in chamder. -A B` layer of send Is arI when exuvalad native malarial coinsure rcolu no larger than V in diameter. 3 Typical Exuwtatl Din Plle ROADSIDE (power, G d, and 24" Min Comm niutlons) Final Grade -17TMq WHIZ: s I �N/eYll, CwW+It 24"Min m Baakfill (Mo mcke over 10' diameter) 6' or IT Min Sand Shading after Compaction 4" Send Beetling Primary Power Cables or Conduit PdmaryMalnline Gas S CammunMatlms (MS) TYPICAL JOINT UTILITY TRENCH DETAIL NO SCALE 0 ! sunvEreD: CITY OFRENTON DUVALLAVE NE DRAWINGNO. PU4 4 p me ill DMWNBY: MEK DESIGN BY: MEK PUBUCWORKS DEPARTMENT PROJECT NO. 214177901 so - CONFORMED SET TMNSPORTATION DIVISION NO. cHECKSY: - POWER UNDERGROUNDING DETAILS k4g�Rsgpd �v PROI MGR: CMC �'°m,,.P w� pr AP,V RCONSTRUCTION � SHEET 4 OF 4 DATE: DAIFE: FEB 2021 `<' T �M BV: DATE SHEET NO. 67 OF 94 NUMBER REVISION DESCRIPTION 0Y All DATE ANAL ways, FILE: PU31417F304SPI.dwa aMaem�o,, 2 W Z DUVALL AVENUE NE FG _ C-LINE 892+DO 893t00 PLAN _ SCALE IN FEET 0 20 ®0 ELECTRICAL LEGEND: ELECTRICAL NOTES: DECORATIVE LUMINAIRE, POLE AND OCONSTRUCT FOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET E10 FOR MORE DETAILS. INSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT O FINISHED GRADE IN SIDEWALK. 3 INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE LOCATION SHOWN, PER COB STD PLAN 120. DO EXISTING UTILITY POLE(PSE) AND LUMINAIRE TO E11 REMAIN. p EXISTING UTILITY POLE, LUMINAIRE AND GUY WIRE TO BE REMOVED BY UTILITY COMPANY, SEE SITE —� — PREPARATION SHEETS. 00 R 11 EXISTING LUMINAIRE POLE (CITY) TO REMAIN. B m100 JUNCTION BOXES (WSDOTTYPES 1,2,8) Y m CONTROLLER CABINET PLAN GENERAL NOTES: Z DECORATIVE ROADWAY POLE AND LUMINAIRE m ® SERVICE CABINET SCALE IN FEET 1. THE LOCATION OF CONDUIT ANDJUNICTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS ® SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. „rl STREETLIGHT ® SMALL CABLE VAULT 0 20 40 �Y 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. o • TYPE PS SIGNAL POLE -- POWER POLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. a, PEDESTRIAN PUSH BUTTON FLASHING BEACON SIGN ASSEMBLY 3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. SIGNAL POLE 41 -0 RADAR SPEED SIGN 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. [ �[� SIGNAL POLE W/LUMINAIRE v ---- CONDUIT (SEE WIRE SCHEDULE) 5. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY —� M+ PEDESTRIAN SIGNAL HEAD 0 POLE IDENTIFIER TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423. —► VEHICLE SIGNAL HEAD Q CONDUITIWIRE NOTE 6. SEE CDR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. SEE WIRE SCHEDULE ON SHEET E10 ♦ EMERGENCY PRE-EMPTION DETECTOR OELECTRICAL NOTE NAR/I RAY OY�O� +Q,9B0�1° .�P. kNAL , SURVEYED: DRAWN BY: MEK DESIGN BY: MEK CHECK BY: CS PROD MGR: CMC RE: PU2141799045-ILdw4 CONFORMED SET T- � CITY OF RENTON PTRANSPORTATIONOIR SION APP VE RCONSTRUCTON BY DATE -21 DUVALL AVE NE ELECTRICAL PLAN BEGIN TO STA 898+50 le SHEET OF 10 DRAWING NO. El PROJECT NO. 1q;2JZ 04 AID NO. DATE: DATE: FEBjp21_ SHEET NO. fib Of 94 NUMBER REVISION DESCRIPTION BY APP. DATE ELECTRICAL NOTES: F — ~ CONSTRUCT DECORATIVE LU MINA( RE, POLE AND FOUNDATION. SEE 11 �a m-i1 = it coO UMINAIRESCHEDULEON SHEET EIO FOR MORE DETAILS, w INSTAU-JUNCTION BOX WITH SLIP RESISTANT LID AT FINISHED GRADE IN SIDEWALK. INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE + C-LINE DUVALL AVENUE NE + O LOCATION SHOWN, PER CDR STD PLAN 120. DO _ _ 899+00 900+00 .. 901+00 904+00 j 90 0 - -I— - - - - � - - , - y— i - - - —- - —I- - - - - - pY REMOVE EXISTING JUNCNON BOX AND REPLACE WITH 0�0 Q O JUNCTION BOXTYPE 2. REINSTALL CONDUITAND WIRE Q N IN JUNCTION BOX. SEE WIRE SCHEDULE. F- r w Z 7 INSTALL NEW CONDUIT INTO EXISTING (UNCTION BOX. w 0 1 Z 1 J EXISTING UTILITY POLE(PSE) AND LUMINAIRE TO = O REMAIN. --_� P F ~ 11 4 - - - - - - - - - - - - - - - ------`---------- - - - - - - - - - - - - - - 11 EXISTING LUMINAIRE POLE (CITY)TO REMAIN. �a- -���p SER VICE NEW LIGHTING (CIRCUIT LTGI)IN EXISTING CABINET. q \ F- Y/ 1 1 m REMOVE SOLAR POWERED e �\\\ E 1 Z 1 14 ASSEMBLY AIND STING FOUNDATION. CONSTRUCT( NEWEACON \\` FOUNDATION PER WSDOTSTD PLAN 141.10-04 WITH MODIFIED BOLT PATTERN TO MATCH EXISTING POLE AND REINSTALL SOLAR POWERED FLASHING BEACON PLAN ASSEMBLY AT LOCATION SHOWN. SCALE IN FEET Z ® 17 PROVIDETSWITC COUNT ORINST INSTALLATION PANELS AND ETHERNETSWITCH FOR INSTALLATION IN EXISTING 0 20 40 h CONTROLLER CABINET. SPLICE FIBER I-12 OF THE BLUE = j TUBE AND FIBER I3-24 OF THE ORANGETUBE AND F- 8 INSTALL IN PATCH PANELS. COORDINATE WORK WITH 2 2 CITY. 7 1 0 4 31 o 1 1 T Z k SPLICE NEW STREET LIGHTWIRING TO EXISTING 22 21 2 q f o =_ —_— - — w ILLUMINATION WIRING IN EXISTING JUNCTION BOX. > I __ H O w _ ; 1 w 9 W w SJ w o DUVALL AVENUE NE c-LINE _ _ 9 -0 - - - �+ m 00 904+00 _ 905+00 906+00 I. _ 907+00 _ _ _ 90E 10 w w STA 903+14, -- Z Z 1 14 40.0'RT 1 • - _ U Q__ _ - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - 9 3 //''``� 1 6 { j �ti✓ /�iTjL_(l� 1 iD 1 1 L3 I � /"Y I 4 I 117 ELECTRICAL LEGEND: D 1 5 \ n IXSVCO B MEEK JUNCTION BOXES (WSDOTTYPES 1,2,8) T m CONTROLLER CABINET PLAN B SC122 12 Z GENERAL NOTES: SCALE IN FEET DECORATIVE ROADWAY POLE AND LUMINAIRE .:% ® SERVICE CABINET ® 1. THE LOCATION OF CONDUITAND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS 0 20 40 SHALL BE VERIFIED BYTHE ENGINEER IN THE FIELD. STREET LIGHT D3I1 SMALL CABLE VAULT 2. UTILITY LOCATION PRIORBE TO THE ATTENTION SHALL BE THE ENGINERESPONSIBILITYORREFTHECONTRACTOR. c • TYPE PS SIGNAL POLE ^- POWER POLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. PEDESTRIAN PUSH BUTTON hF FLASHING BEACON SIGN ASSEMBLY 3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. SIGNAL POLE � 10RADAR SPEED SIGN 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. a:r)._ Cot:(— SIGNAL POLE W/LUMINAIRE -- --- ---- CONDUIT (SEE WIRE SCHEDULE) 5. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY PEDESTRIAN SIGNAL HEAD ®M POLE IDENTIFIER TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALLAT(425) 430-7423. VEHICLE SIGNAL HEAD Q CONDUIT/WIRE NOTE 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. SEE WIRE SCHEDULE ON SHEET E10 ♦ EMERGENCY PRE-EMPTION DETECTOR OELECTRICAL NOTE `p MARJ4, SURVEYED: DRAWN BY: MEK E2 .S'Z' or wey, cl CITY OF RENTON DUVALL AVE NE DRAWING NO. U h i x DESIGN BY: MEN PUBLIC WORKS DEPARTMENT PROJECTNO. 21412244g5 CONFORMED SET TRANSPORTAMON DIVISION FED AID NO. CHECKBY: a _ AP OV CONSTRUCTION � ELECTRICAL PLAN kL��S1Cpt0 ,' PRO( MGR: CMC N�W^:., T ® A/ STA 898+50 TO STA 908+00 DATE. FOFZ94 NUMBER REVISION DESCRIPTION BY APP. DATE 10"U' wnre. FILE: PW141779045ALdw9 T im+ BY DAATE./�F SHEET OF 10 SNEETNO. 69 OF 9/ C-LINEc 909+00 w m--------- ---- a w w 1D O },—_—„— m m 00 Z J U F r -- ELECTRICAL LEGEND 4 fi ss o-- Y ELECTRICAL NOTES: CONSTRUCT DECORATIVE LIRE SCHEDULE E AND _ — LUMINAIRE SCHEDULE ON SHEET ESO FOUNDATION. SEE ..------------ ----�%-------------- J FOR MORE DETAILS. w m 3 INSTALLIUNCTION BOXWITH SLIP RESISTANT LIDAT 19 SO 10 w O FINISHEDGRADE IN SIDEWALK. zD 0N OINSTALL JUNCTION BOX WITH PAD AT APPROXIMATE LOCATION SHOWN, PER CDR STD PLAN 120. 910+p0 911+00 912+00 91 Tm-I O INTERCEPT EXISTING CONDUIT AND ROUTE INTO NEW OS JUNCTION BOX, DUVALL AVENUE NE 10 EXISTING UTILITY POLE, LUMINAIRE AND GUY WIRE TO w BE REMOVED BY UTILITY COMPANY, SEE SITE -- -- -- -" Z PREPARATION SHEETS. EXISTING LUMINAIRE POLE (CITY) TO REMAIN. _ H INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN 15 1-90.21-01ATAPPROXIMATE LOCATION SHOWN. 19 REMOVE EXISTING JUNCTION BOX. PLAN I PROTECT EXISTING FLASHING BEACON ASSEMBLY AND SCALE IN FEET Z m CONNECT TO NEW JUNCTION BOX ADJACENT TO POLE. 0®0 23 REMOVE EXISTING SOLAR POWERED FLASHING BEACON ASSEMBLY AND FOUNDATION. SALVAGE POLE, SOLAR PANEL AND BATTERY TO CITY. ATTACH EXISTING SIGN AND FLASHING BEACON TO DECORATIVE LUMINAIRE POLE L15. WIRE FLASHING BEACON TO SVC 50066. ), , w - F- ------------------15 --— — — — — — — — — — — — — — — — — — — — - __----------------- - -- --------- -- w 2 ID w a w N O CHINE c c O 915+00 916+00 917+00 g u 91 DO - DUV,ALLAVENUE.NE --r----- i N LIU r z 23 w 24 °. 24 » J U --\—r/—�--— — — — — — — — — — — — — — -----------;---------r—\--/� ---- — --- / P P P -- ---� PLAN SCALE IN FEET = o zo ao B mO01 JUNCTION BOXES (WSDOTTYPES 1, 2, 8) a7 m CONTROLLER CABINET GENERAL NOTES:. HY DECORATIVE ROADWAY POLE AND LUMINAIRE ffF M SERVICE CABINET 1. THE LOCATION OF CONDUIT ANDIUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. STREETLIGHT D9] SMALL CABLE VAULT �Y 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. o • TYPE PS SIGNAL POLE- POWER POLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. a, PEDESTRIAN PUSH BUTTON 4W FLASHING BEACON SIGN ASSEMBLY 3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. D SIGNAL POLE `IL 10 RADAR SPEED SIGN 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. SIGNAL POLE W/LUMINAIRE --'-- ---- CONDUIT(SEE WIRESCHEDULE) S. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY PEDESTRIAN SIGNAL HEAD POLE IDENTIFIER TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423. VEH ICLE SIG NAL H EAD CONDUITIWIRE NOTE 6. SEE CDR 5TD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. N SEE WIRE SCHEDULE ON SHEET EIO ♦ EMERGENCY PRE-EMPTION DETECTOR NOTE OELECTRICAL XAR( O m i x 'P4C�g�gF4 aavn ICN4L , SURVEYED DRAWNBY: MEg DESIGN BY: MEg aea BY: a PROI MGR: CMC Fla: PU2141779D45-ILdwg I CONFORMED SET ',�-�...— CITY OF RENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION APPR VE CONSTRUCTION E2� Br: DATE. DUVALL AVE NE ELECTRICAL PLAN STA 908+00 TO STA 918+00 SHEET 3 OF 10 DRAWING NO. E3 PROJECTNO, 2141779045 EDA DNO. DATE: SHEET NO. JO Of 94 NUMBER REVISION DESCRIPTION BY APP. DATE 00 10 D�0 0 00 N W J 2 Q 24 P P 24 919+00 1 D z4 I tirSHEET EISB���s.�'o 2 � m— =-dam Obo . EX Ltd- �. TY 0 I_.. _ 921+00 C L mmm DUVALL AVENUE NE t r P P T T_ 3 PLAN 12 SCALEFEET = �41 STA 922+90, - -G G G 3951LT 14 922+00 ELECTRICAL NOTES: OCONSTRUCT DECORATIVE LUMINAIRE, POLE AND FOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET E30 FOR MORE DETAILS OCONSTRUCT JUNCTION BOX, CONCRETE PAD AND ELECTRICAL WIRING SYSTEM PER COR STD PLANS 119 AND 120. OINSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT FINISHED GRADE IN SIDEWALK. OINSTALL JUNCTION BOX WITH PAD AT APPROXIMATE LOCATION SHOWN, PER CDR STD PLAN 120. OINTERCEPT EXISTING CONDUIT AND ROUTE INTO NEW JUNCTION BOX. OREMOVE EXISTING LIGHT STANDARD, FOUNDATION AND ADJACENT JUNCTION BOX. SALVAGE LIGHT STANDARD TO CITY. 13 REMOVE AND SALVAGE EXISTING RADAR SPEED LIMIT SIGN FROM EXISTING STREET LIGHT STANDARD. ATTACH AND INSTALL NEW SOLAR POWERED RADAR SPEED LIMIT SIGN TO NEW STREET LIGHT STANDARD. 14 REMOVE EXISTING SOLAR POWERED FLASHING BEACON ASSEMBLY AND FOUNDATION. CONSTRUCT NEW FOUNDATION PER WSDOT STD PLAN 1-21.10-04 WITH MODIFIED BOLT PATTERN TO MATCH EXISTING POLE AND REINSTALLSOLAR POWERED FLASHING BEACON ASSEMBLY AT LOCATION SHOWN. IS INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN 1-90.21-01 AT APPROXIMATE LOCATION SHOWN. ib REMOVE EXISTING ILLUMINATION AND RADAR FEEDBACK SIGN CIRCUIT WIRE AND USE CONDUIT FOR NEW FIBER. GENERAL NOTES: B m o 01 JUNCTION BOXES (W5DOT TYPE51, 2, 8) ® m CONTROLLER CABINET 1. THE LOCATION OF CONDUITAND JUNCTION BOXESARE SHOWN SCHEMATICALLY. FINAL LOCATIONS }--} DECORATIVE ROADWAY POLE AND LUMINAIRE ® SERVICE CABINET SHALL BE VERIFIED BYTHE ENGINEER IN THE FIELD. STREETLIGHT DEl SMALL CABLE VAULT 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. 0 • TYPE PS SIGNAL POLE ¢ POWER POLE 3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE a, PEDESTRIAN PUSH BUTTON 4M FLASHING BEACON SIGN ASSEMBLY LABELED IN EACH JUNCTION BOX. SIGNAL POLE is 41 RADAR SPEED SIGN 4, SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. Cp*✓• SIGNAL POLE W/LUMINAIRE F— ---- CONDUIT (SEE WIRE SCHEDULE) S. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALLAT(425)430-7423. PEDESTRIAN SIGNAL HEAD ®M POLE IDENTIFIER 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. VEHICLE SIGNAL HEAD CONDUIT/WIRE NOTE # SEE WIRE SCHEDULE ON SHEET ElO -0 EMERGENCY PRE-EMPTION DETECTOR /--� (#) ELECTRICAL NOTE ��tou^JtgcI _ ♦+ �'i f 'p % ':crgrlt kNAL E�Y lll.VFYlll DRAWN BY: MfK DESIGN BY: MEK CHECK BY: CS PROI MGR: CMC FILE: PU2141779M.IL"g I CONFORMED SET �.�P^W.,,ro„�,1� r�'i r� CITY OFRENTON DEPARTMENT PUBUC WORKS TRANSPORTATION DIVISION TRANSPORTATION DIVISION A ROVE OP CONSTRUCTION BY DATE DUVALLAVE NE ELECTRICAL PLAN STA 918+00 TO STA 928+50 SHEET 4 OF 10 DMWINGND. E`+ PROJERND. 41�7 5 FEDAID NO. DATE: FEB 2021 SHEET NO. Jl OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE r E%SVC SC068 AL 9 i w w = 16 y Ln w w H 20 q" W C-LINE z DUVALL AVENUE NE \\ 929+71 N w AW#IP4 \ Z J PLAN SCALE IN FEET 4Z 0 20 40 p 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 CDR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. COYOTE SPLICE ENCOSURE: LEGEND: 96 COUNT(N. 1ST&WELLS) _ - FIBER 7-12 T - FIBER 37-42 36 COUNT (HAZEN HIGH SCHOOL) - FIBER 7-7 - FIBER 25-30 36 COUNT (SUNSET & DUVALL SIGNAL CABINET) - FIBER 1-6 - FIBER 7-12 72 COUNT (RENTON SCHOOL DISTRICT) - FIBER 7-7 24 COUNT (DUVALL & 21ST) - FIBER 1-6 - FIBER 7-12 EXISTING FIBER CONNECTION PROPOSED FIBER SPLICE (BY CONTRACTOR) CUT AT EXISTING SPLICE (BY CONTRACTOR) INTRACTOR INSTALLED FIBER 72 COUNT (FIBER 1-24 SIGNALS, FIBER 25-48 CITY NETWORK, FIBER 49-72 FUTURE USE) - FIBER 1-6 - FIBER 7-12 FIBER 25-30 TA45 VAULT FIBER MODIFICATIONS DETAIL %1 NO SCALE - ELECTRICAL LEGEND: 19 3 H M O 0 JUNCTION BOXES (WSDOTTYPES 1, 2, 8) E's m CONTROLLER CABINETIF - x ® SERVICE CABINET H} DECORATIVE ROADWAY POLE AND LUMINAIRE STREETLIGHT ® SMALL CABLE VAULT r o • TYPE PS SIGNAL POLE <' POWER POLE DUVALL AVENUE NE ] PEDESTRIAN PUSH BUTTON 4F FLASHING BEACON SIGN ASSEMBLY SIGNAL POLE �F �I RADAR SPEED SIGN SIGNAL POLE W/LUMINAIRE --- -- ---- CONDUIT (SEE WIRE SCHEDULE) - `-- �' �^ ^+ PEDESTRIAN SIGNAL HEAD POLE IDENTIFIER PLAN VEHICLE SIGNAL HEAD CONDUIT/WIRE NOTE pSEE Q WIRE SCHEDULE ON SHEET E30 SCALE IN FEET z ♦ EMERGENCY PRE-EMPTION DETECTOR OELECTRICAL NOTE 0 20 40 ELECTRICAL NOTES: OINSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT FINISHED GRADE IN SIDEWALK. OINSTALLJUNCTION BOX WITH PAD AT APPROXIMATE LOCATION SHOWN, PER COR STD PLAN 120. OINSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX. CDEXISTING UTILITY POLE(PSE) AND LUMINAIRE TO REMAIN. 16 REMOVE EXISTING ILLUMINATION AND RADAR SIGN CIRCUIT WIRE AND USE CONDUIT FOR NEW FIBER. 18 IN EXISTING TA-25 VAULT, SPLICE FIBER PER DETAIL 1, THIS SHEET. COORDINATE WORK WITH CITY. 19 REMOVE EXISTING JUNCTION BOX. 21 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. i ! A F< T L%" � SURVEYED: DRAWN BY: MEK DESIGN BY: MEK CHECK BY: a PRO: 1 CIVIC;,,,,,"„. FILE: PU2PU31pll>BCAS-ILtlwy I CONFORMED SET a"",,,,m T����.� � CITY OF RENTON DEPARTMENT PUBUC W RO TRANSPORTATION DIVISION TRANSPORTATION DIVISION D FOR CONSTRUCTION TIO BY DAT� DUVALL AVE NE ELECTRICAL PLAN STA 928+00 TO END AND BEGIN TO STA 52+60 SHEET SOF 10 DRAWING NO. E5 EDJEaAD 0. t1412L5 FED DATE: o. DATE: FEBjp2j_ SHEET NO. 72 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE NE 12TH ST/DUVALL AVE NE SIGNAL RELOCATION PLAN SCALEIN FEET Z SIGNAL CONSTRUCTION NOTES: 0®0 OA. REMOVE EXISTING SIGNAL POLE WITH LUMINAIRE AND FOUNDATION. B. CONSTRUCT NEW FOUNDATION PER WSDOTSTD PLAN J-26.10-03, EXCEPT MATCH EXISTING SIGNAL POLE ANCHOR BOLT PATTERN. REINSTALL AND RECONNECT EXISTING SIGNAL POLE WITH LUMINAIRE ON NEW FOUNDATION. REINSTALL ALL SIGNAL EQUIPMENT AND RESTORE WIRING. OA. REMOVE EXISTING TYPE PS PEDESTRIAN SIGNAL POLE AND FOUNDATION. B. CONSTRUCT NEW FOUNDATION IN PEDESTRIAN CURB PER WSDOT STD PLAN 1-20.11-03. INSTALL AND RECONNECT EXISTING TYPE PS PEDESTRIAN SIGNAL POLE ON NEW FOUNDATION, REINSTALL ALL EQUIPMENT ON SIGNAL POLE AND RESTORE WIRING. MAINTAIN PPB ORIENTATION ON POLE. OA. 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. OA. REMOVE EXISTING SIGNAL CONTROLLER CABINET, SIGNAL SERVICE CABINET AND FOUNDATION. B. CONSTRUCT NEW COMBINATION SIGNAL CONTROLLER CABINET AND SIGNAL SERVICE CABINET FOUNDATION, PER DETAIL I, SHEET EB. INSTALL EXISTING SIGNAL CONTROLLER CABINET AND SIGNAL SERVICE CABINET ON NEW FOUNDATION AND REWIRE PER WIRE SCHEDULE. INSTALL PHOTOCELL IN CABINET PER COR STD PLAN 122.1. OS PROTECT EXISTING POWER VAULT. OINTERCEPT AND UTILIZE EXISTING CONDUIT AND REMOVE AND REINSTALL WIRE FROM POWER SOURCE (UNDERGROUND UTILITY VAULT) FOR RECONNECTION TO RELOCATED SERVICE. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. OREMOVE EXISTING ABANDONED JUNCTION BOX AND CONCRETE PAD. B PROVIDE TWO, 12 COUNT PATCH PANELS AND ETHERNET SWITCH FOR INSTALLATION IN RELOCATED CONTROLLER CABINET. SPLICE FIBER I-12 OF THE BLUE TUBE AND FIBER 13-24 OF THE ORANGE TUBE AND INSTALL IN PATCH PANELS. COORDINATE WORK WITH CITY. O9 CONNECT BOTH STREET LIGHTS ON HAWK SIGNAL POLES TO "ILLUMINATION A' CIRCUIT AND NEW LIGHT POLES 113-125 ON "SPARE" CIRCUIT. 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 POLESAND 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) 43D-7423. 6. SEE CDR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. GENERAL SIGNAL NOTES: 1. CONDUIT IS SHOWN SCHEMATICALLY. ALL SIGNAL AND ILLUMINATION WORK SHALL BE CONSTRUCTED AND INSTALLED WITHIN CITY RIGHT OF WAY. 2. PROPOSED CONTROLLER CABINET, SERVICE CABINET AND JUNCTION BOXES ARE SHOWN TO SCALE ON THIS SHEET ONLY. 3. REMOVE AND REINSTALL SIGNAL AND ILLUMINATION WIRING PER WIRE SCHEDULE, SHEET E10. ELECTRICAL LEGEND B M F) 01 JUNCTION BOXES (WSDOTTYPES 1, 2, 8) Le m CONTROLLER CABINET H* DECORATIVE ROADWAY POLE AND LUMINAIRE 5' ® SERVICE CABINET STREET LIGHT DID SMALL CABLE VAULT o • TYPE PS SIGNAL POLE - POWER POLE PEDESTRIAN PUSH BUTTON 4- *N FLASHING BEACON SIGN ASSEMBLY —� SIGNAL POLE ` EU RADAR SPEED SIGN �-� Cl):(.— SIGNAL POLE W/LUMINAIRE ---- CON DUIT(SEE WIRE SCHEDULE) —� ^+ PEDESTRIAN SIGNAL HEAD POLE IDENTIFIER VEHICLE SIGNAL HEAD Q CONDUIT/WIRE NOTE SEE WIRE SCHEDULE ON SHEET EID ♦ EMERGENCY PRE-EMPTION DETECTOR OELECTRICAL NOTE OSIGNAL CONSTRUCTION NOTE N MARIg �GY w4i o SURVEYED:I CITY OF RENTON DUVALL AVE NE DRAWING NO. E6 p=mY DRAWN BY: MEK DESIGN BY: MEK PUBLICWORM PROJECTNO. 3}1�j7yQg5 Pt CONFORMED SET RTATIO DIVISION TRANSPORTATION DIVISION fEDAID NO. CHECK BY: a P0.01 MGR: CIVIC 'wmnvxrve APP OVE MNMLMON TRAFFIC SIGNAL PLAN DATE: FEB-2021- Tma sr BY: DAIE SHEET60F 10 SHEETNO. ]30F 94 NUMBER REVISION DESCRIPTION By APP. DATE ApKL i%�' , FILE: PU2141779US-ILdwg ,mom MEASURE ATTACHMENT POINTANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION a El POLE ORIENTATION LINE _j (El ATTACHMENT POINT) O POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (ES ATTACHMENT POINT) GENERAL SIGNAL NOTES: 1. CONDUIT 15 SHOWN SCHEMATICALLY, ALL SIGNAL AND ILLUMINATION WORK SHALL BE CONSTRUCTED AND LEGEND INSTALLED WITHIN CITY RIGHT OF WAY. a. VEHICLE DISPLAY 2. PROPOSED CONTROLLER CABINET, SERVICE CABINET AND JUNCTION BOXES ARE SHOWN TO SCALE ON THIS b. MAST ARM MTD. SIGN SHEETONLY. c. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MID. SIGN STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB FPS FIXED J-20.10 1-20.10 N=. 1-20.10 BREAKAWAY J-20.15 J-20.15 1-20.15 PS 1-20.16 1-21.10 J-20.20 I 1-21.15 1-21.10 J-21.20 II, III, SO N/A J-26.10, 1-26.15 N/A N/A ATTACHMENT POINT ALL HANDHOLES AT 180^ FROM El O ANCHOR BOLT PLATE C LOCATION STATION p0 90� 9� POLE ORIENTATION AND ATTACHMENT POINT DETAIL NOTE: TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A SINGLE PEDESTRIAN DISPLAY. B B 0 I � I TYPE FPS TYPE PS TYPE I FPS POST PED. HEAD VEHICLE HEAD STANDARD STANDARD ©T - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON a b f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET I. APS PPB-M I. HANDHOLE - - _ NOTES O MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART FOR TYPE N MOUNTS ONLY, DRILL 1" DIA. HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. O FIELDINSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED HERE: LUMINAIRE MAST ARM XYZ (FT-) MASTARM LENGTH XYZ(FT3) 6' 19.8 S. 26.4 10, 33.0 12' 39.6 14' 46.2 16' 52.8 P SIGN HEIGHT WIDTH AREA b 3.0 FT N/A 7.5 SQ. FT. D 3.0 FT N/A 36.0 SO. FT. e N/A 3.0 FT 115.0 SO, FT. LUMINAIRE, MOUNTING AND SHROUD PER CITY OF RENTON STANDARD PLANS 117.1 AND 117.3 - b SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. MAX. HORIZONTAL DISTANCE FROM STOP LINE ALL 40' 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' 38.5 19.6' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY ROADWAY ELEVATION IS TO TOP OF FOUNDATION TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER, OR SIDEWALK, WHICHEVER IS HIGHEST CURB OR EDGE OF SHOULDER O3 V-0"MIN. TO 2'-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE ® FOR POST MOUNTED SIGNS THERE SHALL BE 2'- 0" MIN. FROM THE FACE OF THE CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN K K eNe I L LIMITS OF VERTICAL CLEARANCEy� I TYPE It, III & SO SIGNAL STANDARD O PLACEMENT SHALL BE 2'-0"MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; ODMS OR VMS IS NOT 3' - 0" MIN. FROM FACE OF GUARDRAIL; ALLOWED ON THESE POLES. 4' -0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE) SIGNAL STANDARD DETAIL CHART STD. NO. X FIELD LOCATION POLE TYPE MOUNTING HEIGHT (FT) AST "1RM LENGTH SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) CALCULATED POLEXYZ(FT3) POLE ATTACHMENT POINT ANGLES (deg.) FDESIGN XYZ (FT3) SOIL BEARING PRESSURE (PSF)"* FOUNDATION DEPTH (FT) REMARKS OFFSETS (FT)(Z)(POLE [ TO ATTACHMENT POINT) WINDLOAD AREAS (FT2)(X)(Y) ALTERNATE STATION OFFSET LT. RT. ELEV. * P.O.A. Al A2 Bl 82 B3 1 84 1 BS I B6 I B7 I B8 B9 B10 Bll Bl B2 83 B4 BS B6 B7 I B8 1 89 1 B10 I B31 C * * D El E2 F Gl G2 H I I 1 3' RD 3' SO 4' RD 1 919+91.4 39.0 X 0' III 17.5' 35.0' 35.0' 32.5 26.5 20.5 235 10.6 10.0 10.6 10.0 860 0° 0° 90° 90° 2500 6' 6' 6' RELOCATED EXISTING POLE(1) 2 920+12.9 38.6 X 0' PS 9w 2500 RELOCATED EXISTING POLE(1) * ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS. **CALCULATED POLE XYZ (FT) IS THEF SUM OF THE TOTAL XYZ (FI-3) FOR THE SIGNAL ARM AND THE XYZ (FT) FOR THE LUMINAIRE ARM (IF PRESENT). (1) ANCHOR BOLTS FOR NEW FOUNDATION TO MATCH EXISTING SIGNAL MOUNTING *** PER GEOTECH REPORT, TABLE 2 `N 1dI SURVFYFO I CITY OFRENTON DUVALL AVE NE DRAWING NO. E7 =a?�4Y•°� ?. d T % DRAWN BY: MEK DESIGN BY: MEK PUBLICWORKS DEPARTMENT PROXCTNO. 211j7 5 u n % CONFORMED SET TRANSPORTATION DIVISION A FED AID NO. CHECK BY: CS CMC AFPROV RCONSTRUCTION SIGNAL POLE DETAILS - NE 12TH STHAWK SHEET7OF 10REVISION DATE: Ji8292LPRO]MGR: BY: DATE: SHEETNO. )4 OF 91 DESCRIPTION BY APP. DATE AL FILE: PU2141775 5-ILdwg BACK BACK FRONT F v RELOCATED TYPE "STRETCH M" TS2, V-2" HORIZ. TYPE ITRAFFIC CONTROLLER CABINET 0 0 RELOCATED ELECTRICAL SERVICE REINFORCEMENT BAR DIA CABINET AND BACKUP POWER SUPPLY 4PIECES 0 O CABINET(MOUNTED ON BACK OF O ELECTRICAL SERVICE CABINET) i FRONT ISOMETRIC VIEW NOTES: 1. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS 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 BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. 5. CONCRETE SHALL BE CUSS 3000. 6. 2" CONDUIT SHALL BE PLACED FROM THE BBS TO THE CONTROLLER CABINET, AND FROM THE 005 TO THE CONTACTOR CABINET. 7. LOCATE CONDUITS CENTRALLY WITHIN THECABINETS. SIDEWALK AREAS I ROADWAY AREAS HMA CSTC io - EXISTING SUBGRADE UTILIZE NATIVE BACKFILLOR CSTC in WHERE NATIVE IS UNSUITABLE AND AS DIRECTED BYTHE ENGINEER ILLUMINATION AND SIGNAL FIBER OPTIC CONDUIT(S) PER PLANS CONDUIT(S) PER PLANS COMPACTED GRAVEL BACKFILL FOR PIPE ZONE BEDDING, PER 12"MIN WSDOT STD SPEC 9-03.12(3) NOTES: 1. EXISTING MATERIAL DISTURBED UNDER THE CONDUIT SHALL BE REPLACED WITH BEDDING MATERIAL AND COMPACTED TO 95% MAX DENSITY. 2. BACKFILL MATERIAL SHALL BE INSTALLED IN AN APPROVED MANNER TO ENSURE NO DAMAGES TO THE CONDUIT. 3. IF NATIVE MATERIAL IS DETERMINED UNSATISFACTORY BY THE ENGINEER, USE CRUSHED SURFACING TOP COURSE, PER WSDOT STD SPEC 9-03.9(3). 4. SEE RS SHEETS FOR ROADWAY AN D SIDEWALK REPAI R DEPTHS AND MATERIALS. ELECTRICAL TRENCH DETAIL NO SCALE FOUNDATION SUBSTITUTES AS PEDESTRIAN CURB. CONSTRUCT TO MATCH RADIUS AT BACK OF RAMP. SHIM TO PLUMB FRONT SIDE SEE NOTE 2 1 #4 HOOPS (EQUAL SHIM TOP SPACES) SEE NOTE 2 1/2" CHAMFER SEE NOTE 4 (TYP) COMBINATION TRAFFIC CONTROLLERIBBSIELECTRICAL SERVICE CABINETS FOUNDATION DETAIL NO SCALE ELEVATION VIEW #4 HOOPS #4 HOOPS r 3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET) SEE NOTE 7 - 344 REINFORCEMENT BAR (EQUAL SPACING) 6 _ WIDTH+1" 24" CONTROLLER CABINET PLAN VIEW BBS 3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET) 18" T;+ Z EXISTING SEE NOTE 4 (TYP) 4�'`oTgl^�I�Q CITY OF RENTON DUVALL AVE NE DRAWING NO. E8 Z R DRAWNBY: MEK p $ DESIGN BY: MEK PUBLIC WORKS DEPARTMENT PROIECTNO. 2141779 D45 % CONFORMED SET TRANSPORTATION DIVISION FED AID NO. CHECK BY: CS AvvR ONSTRUCTION ELECTRICAL DETAILS DATE: FEB2021- q�se4 PRO: MDR: CMC mw nE �m a `� //// aL SHEETS OF 10 SHEET NO. 75 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE 44 FILE: PU21 T7904SILdwg � BY' DA 13a IL $HAFT TOP OF FOUNDATION SHAFT SEE TABLE 2 FOR ELEVATION i WALL a SEE WDI SIDEWALK 7 e f ° 7 7 a •a / ai a WIDTH • EXISTING GRADE VARIES VARIES BOTTOM OF FOUNDATION SHAFT • , . I° SEE TABLE 2 FOR ELEVATION DETAIL 1"-2' 4'-0" MIN SIDEWALK - EXISTING GRADE VARIES ^" ^"' 1NDSCAPING FEATURE ETS V-0" MIN PLAN FINISHED GRADE E. SHAFT _ VARIES TOP OF SHAFT BOTTOM OF SHAFT SEE TABLE 2 FOR ELEVATION DETAIL 1"=2' - SIDEWALK i EXISTING GRADE VARIES J Ia7.1.I R SHAFT TOP OF RECTANGULARSECTION SEE TABLE 1 FOR ELEVATION I � • �• ° TOP OF CIRCULAR SECTION SEE TABLE I FOR ELEVATION 4 OPTIONAL CONSTRUCTION JOINT WALL SEE WDl VS 3%" PREMOLDED JOINT FILLER RECTANGULAR SECTION CIRCULAR SECTION BEYOND .• J BOTTOM OF SHAFT SOIL OR LANDSCAPING SEE TABLE 2 FOR ELEVATION FEATURE SEE LS SHEETS PLAN DETAIL 1"=2' - SOIL OR LANDSCAPING FEATURE SEELSSHEETS JUNCTION BOX 4'-0" MIN SIDEWALK � LRE CONCRETE PAD PERER CITY CITY OF RENTON STANDARD PLAN 120. EXISTING GRADE VARIES ELEVATION ATTOP OF HEIGHTOF LIGHT ELEVATIONATTOPOF RECTANGULAR RECTANGULAR POLE CIRCUUIRSECNON SECTION SECTION L04 431.89 428.91 3'-0" LOS 43270 43D.67 2'-0" LOB 437.70 434.62 3'-C" L10 437.71 435.68 2'-O' TABLE 2. FOUNDATION SHAFT ELEVATION AND SIDEWALK COORDINATION LIGHT POLE TOP OF SHAFT BOTTOM OF SHAFT COMMENT(S) LOl 425.16 420.16 SEE DETAIL4 L02 426.53 421.53 SEE DETAIL L03 431.41 422.01 SEE DETAIL L04 431.89 423.92 SEE DETAIL LOS 432.70 425.68 SEE DETAIL L06 433.64 428.64 SEE DETAIL L07 434.28 429.28 SEE DETAI L4 L08 I 437.70 432.70 SEE DETAI L2 L09 438.67 43D10 SEE DETAI LI L10 437.71 430.67 SEE DETAI L2 Lll 439.19 431.49 SEE DETAI L4 L12 437.70 432.70 SEE DETAI L3 L13 433.96 425.14 SEE DETAI LI L14 431.74 422.82 SEE DETAILS Lis 430.94 420A4 SEE DETAILS L16 427.47 417.90 SEE DETAILI L17 425.21 415.35 SEE DETAILS L18 419.08 414.08 SEE DETAI L4 L19 416.19 411.19 SEE DETAI L3 L20 414.21 409.21 SEE DETAI L3 L21 411.93 406.93 SEE DETAI LI L22 41D.64 403.68 SEE DETAI L3 L23 406A3 401.83 SEE DETAI L3 L24 405.47 400.47 SEE DETAIL3 L25 405.28 400.28 SEE DETAIL3 NOTES: 1. SEE LUMINAIRE SCHEDULE, SHEET Ell FOR LIGHT POLE STATION AND OFFSET. 2. BOTTOM OF SHAFT ELEVATIONS ARE BASED ON A TMIN. LENGTH. SEE SHEET Ell. 3. FOR LIGHT POLE FOUNDATION AND LIGHT POLE BASE CONNECTION DETAILS, SEE CITY OF RENTON STANDARD PLAN 117.1, DATED 5/19/15 (NOTCURRENT VERSION -SEE DETAIL SHEET IN APPENDIX IN SPECIAL PROVISIONS).. S. SHAFT OP OF SHAFT SEE TABLE 2 FOR ELEVATION . ° •• BOTTOM OF SHAFT SEE TABLE 2 FOR ELEVATION SOIL OR LANDSCAPING FEATURE SEE LS SHEETS PLAN DETAIL R�•, °T y4xi �! iF +" eeoie 'isTBA4°` sueYEreO: DRAWN BY: ARM DESIGPUBLIC CHECK BY: PM CHECK R CS P0.01 MISGR: CMC FILE: PU3141779045-IL-ESG.1 CONFORMED SET 9 +�'w�.'=� CITY OF RENTON WORKS DEPARTMENT TRANSPORTATION DIVISION AP P FOR CONSTRUCTION Br ogre l/_2'1 DUVALL AVE NE LIGHT POLE FOUNDATION &SIDEWALK DETAILS l SHEET 90F 10 DRAWING NO. E9 PROIER NO. 341�5 EDAIDNO. DATE; FEB 2021 SHEET NO. )6 of sc NUMBER REVISION DESCRIPTION BV APP, DATE WIRE SCHEDULE NOTES: (1) EXISTING CONDUIT MAY CONTAIN WIRES TO REMAIN. SIZES AND QUANTITIES UNKNOWN. (2) ALL CONDUIT CONTAINING WIRE SHALL INCLUDE A p8 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. LUMINAIRE SCHEDULE POLE a 0 SERVICE CIRCUIT STATION OFFSET POLEANDFIXTURE POLE ID NUMBER L01 SC122 LTGI 892+41.0 39.5'RT LED ROAD/120W/TYPE 3 L02 SC322 LTGI 893+61.1 40.S'RT LED ROAD/120W/TYPE3 L03 SC122 LTGI 894+61.6 41.0'RT LED ROAD/120W/TYPE3 LD4 SC122 LTGS 896+02.4 39.5'RT LED ROAD/12OW/TYPE3 L05 SC122 LTGI 897+23.7 39.5' RT LED ROAD/12OW/TYPE 3 L06 SC122 LTGI 900+44.8 39.8' RT LED ROAD/120W/TYPE 3 L07 SC122 LTGS 901+90.3 39.5'RT LED ROAD/12GW/TYPE 3 LOB SC122 LTGS 903+27.6 39.5'RT LED ROAD/120W/TYPE 3 L09 SC354 EX 904+16.2 40.1' LT LED ROAD/120W/TYPE 3 L10 SC122 LTGS 904+91.4 39.5'RT LED ROAD/120W/TYPE3 Lll SC354 EX 905+66.6 39.5'LT LED ROAD/12OW/TYPE3 L12 SC122 LTGI 906+10.3 47.8' RT LED ROAD/12OW/TYPE 3 L13 SCO66 B 913+46.7 39.5'RT LED ROAD/12OW/T1'PE3 L14 SCO66 B 914+66.7 39.5'RT LED ROAD/12OW/TYPE 3 L15 SCO66 B 915+86.9 39.5'RT LED ROAD/120W/TYPE3 L16 SC066 B 917+06.8 39.5'RT LED ROAD/12OW/TYPE 3 L17 SC066 B 918+25.9 39.5'RT LED ROAD/12OW/TYPE3 L18 SCO66 B 919.41.5 35.6'RT LED ROAD/12OW/TYPE3 139 SC066 B 920+81.3 39.5' LT LED ROAD/12OW/IYPE 3 L20 SC066 B 921+74.9 39.5' LT LED ROAD/12OW/T1'PE 3 121 SC066 B 922+79.8 39.5'LT LED ROAD/120W/TYPE3 L22 SC066 B 924+00.1 39.5'LT LED ROAD/12OW/TYPE 3 L23 SCO66 B 925+17.1 39.5'LT LED ROAD/120W/TYPE 3 L24 SCO66 B 926+21.2 39.5' LT LED ROAD/120W/TYPE 3 L25 SCO66 B 927+21.7 39.9'LT LED ROAD/12OW/TYPE3 1. ALL POLESAUMINAIRES 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 CURRENT VERSION -SEE DETAIL SHEET IN APPENDIX IN SPECIAL PROVISIONS). PEDESTRIAN LUMINAIRE AT 14' MOUNTING HEIGHT IS NOT REQUIRED. ARM LENGTH SHALL BE 10 FT AND MOUNTING HEI L A L E 3wrr- 2. LUMINAI REARM AND MOUNTING BRACKEI'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 E9 FOR FOUNDATION INFORMATION. 5. OFFSET SHOWN IS TO CENTER OF POLE. Mp1i/ oY..�4c BER.mAn I CITY OF RENTON DUVALLAVE NE DRAWING NO. E1O $ ♦ DRAWNBY,. MEK CONFORMED SET PUBLIC WORM PROJECT NO. 211 >9oa 47 9 F' R Uy Q DESIGN BY: MEK TRANSPORTATION DIVISION FED AID NO. CHECK BY: CS PROD MGR: CMC .,�.YP»< AP v CoHSTRUCTION WIRE AND LUMINAIRE SCHEDULES DATE: FEB 2021 'P4clyrex4' sV w�w�xmw m s BDATE / Y. SHEET 10 OF 10 SHEET NO. JJ OF 94 NUMBER REVISION DESCRIPTION BY AMP DATE 1RIA4 ALE: PU3141JJ9045ILtlwyem+w� LEGEND: F I EXISTING TREES TO REMAIN \ W .---------- O Z —� _ v FILTERSYSTEM O — — — (REF. SO SHEETS) w w w--�l.w d— 3 PLANT LEGEND: w w w w mow—wow---w O �' •� _ _ - - - - - m • STARLIGHT DOGWOOD 892+00 8931+00 w pE' � — — — 89C++00 _ 1/)`" STAR MAGNOLIA �- —9s+oo DUVALL AVENUE NE + y O VARIEGATED MAIDEN GRASS O+ ABBOTSWOOD POTENTILLA � STELLA D'ORO DAYLILY — CID¢ ® KELSEY REOTWIG DOGWOOD � '•.'•�'•.'•.'•. MEDITER0.ANEAN HEATH Z I I I MT. VERNON LAUREL � 1 SYNTHETICTURF PLAN = HYDROSEED LAWN-2" SCALE IN FEET SCALE IN :FEETZ ® DEPTH APPROVED TOPSOIL 0 20 40 > NOTES: O m 1. ALL WORK SHALL BE PERFORMED TO THE FACTION OF THE SREPRESENTATIVE/OWNER. 4Wj - OWNER'S ______.__ O _���_ __. _ 2. PLANT MATERIAL -- - � � SUBSTITUTIONS SHALL BE SUBSTITUTIONS to O �--------------------����� N PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET LSIS FOR PLANT SCHEDULEDETAILS, � , & W w-- W GENERAL NOTES. Z 3. LANDSCAPE BEDS SHALL RECEIVE 12" W DEPTH TOPSOIL. ALL HYDROSEED _ � H AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2"DEPTH TOPSOIL. DUVALLAVENUE NE y �' -- 899+00 900+00 901+00 4. HYDROSEED SHALL BE SMOOTH 902+00 c`J O BLENDED INTO ADJACENT EXISTING LANDSCAPE Q H y W Z U - _ I Q 2 F PLAN z SCALE IN FEET I F O 20 0 Yp MARK, VIRVFYFD I CITY OF RENTON DUVALL AVE NE DRAWINGNO. LS1 Z A DESIGNBY: DGS PUBLIC WORKS DEPARTMENTPROIERNO. ;]9]22�C0NF0RMED SET TRANSPORTATION DIVISIONCHECKBY: FEoaoNo. PLANTING PLAN wp% PROJ MGR: CMC w,R.w APPR V RCONSTRUCTION _/.. BEGIN PROJECTTO STA902+50 DATE' �F gzya' 94 NUMBER REVISION DESCRIPTION BV APP. DATEna FILF: PU21<3))9DCS6.dw{ Tn•••w•..an�� • BY' DATE t�((Gj� SHEET 10F9 SHEETNO. 78 OF ME 0 DUVALL AVENUE NE 14+00 905+00 906i+00 5 --- - - ----- I O PLAN = Z I SCALE IN FEET 0® 909+00 z 1 DUVALL AVENUE NE LEGEND: EXISTING TREES TO REMAIN ® FILTERRA SYSTEM (REF. SO SHEETS) ^. n b PLANT LEGEND: e.............. .......................3 0 STARLIGHT DOGWOOD w Ib w w y1 O l\iFl\�i/p STAR MAGNOLIA 907+00 90 + — I— — — 00 OQ VARIEGATED MAIDEN GRASS F 0ABBOTSWOOD POTENTILLA w Z �:j STELLA D'ORO DAYLILY 2 1 - +u— Q KELSEY REDTWIG DOGWOOD ..'..'�.'.'.. MEDITERRANEAN HEATH MT. VERNON LAUREL SYNTHETICTURF HYDROSEED LAWN-2" DEPTH APPROVED TOPSOIL r?i %ta,�xae... '7C'Iii:SiY:SiSi{!L7aiYY::� .4.F. aPi.O.Olti �cin.in.i. li00N. ',;F:tt+.£ B�Efi01 m- I - - - - - - -- - - - - - - - - - - - - - - - = PLAN SCALE IN FEET Z 0 20 40 NOTES: 1. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2. NO PLANT MATERIAL SUBSFITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET LS6 FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3. LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. 4. HYDROSEED SHALL BE SMOOTH BLENDED INTO ADJACENT EXISTING LANDSCAPE eRy,Y4'o BDRVEYED: CITY OF RENTON DUVALL AVE NE DRAWING.. ,�O�oM ♦ 1 DRAWN BY: DBB PROIELTNO. 214ll75 DESIGN BY: DOS PUBLIC WORKS DEPARTMENT CONFORMED SET TRANSPORTATION DIVISION FEoaD rvo. aeom CHECK BY: pg01 MGR: CMC APP OV CONSTgUCTION -7 PLANTING PLAN STA 902+50 TO STA 913+00 DATE: F 031 NUMBER REVISION DESCRIPTION BY APP. OAT, Aq.O, FILE: PW1411290C&LSdxB T�.r ���. BY' DATE' SHEET 2OF9 SHEET NO, 79 OF 94 N-_ ----_------10 - 3 ' J i_' ilYii•W�WYw•••••••w - �Fi,�_Ill�'Si�iiii•�iw�i�i�i�i�i�i _ ��•���•�•_y_y�y�•��•��ii• _ DUVALL AVENUE NE 10 _ �8 ##�.#i.°.�. �Li IIa .,, � j ###t#I .I�� •.oww: � #.��I'o>R�'wta, I !�i.www a a _______---� N z 919+00 PLAN SCALE IN FEET Z 0 20 40 1A 20+00 I- DUVALL AVENUE NE - -------��_=-_---- PLAN SCALE IN FEET = 0 20 40 922+00 1 LEGEND: *06 EXISTING TREES TO REMAIN ® FILTERRA SYSTEM (REF. SO SHEETS) STARLIGHT DOGWOOD STAR MAGNOLIA OVARIEGATED MAIDEN GRASS O ABBOTSWOOD POTENTILIA €J STELIA D'ORO DAYLILY O KELSEY REDTWIG DOGWOOD '....=..'..'.. MEDITERRANEAN HEATH MT. VERNON LAUREL SYNTHETIC TURF HYDROSEED LAWN-2" DEPTH APPROVED TOPSOIL C w NOTES: w = 1. ALL WORK SHALL BE PERFORMED TO w THE SATISFACTION OF THE w OWNER'S REPRESENTATIVE/OWNER. 00 2. NOPIANTMATERIAL SUBSTITUTIONS SHALL BE M PERMITTED WITHOUT PRIOR N m APPROVAL, SEE SHEET LS6 FOR PLANT SCHEDULE, DETAILS, & F GENERAL NOTES. w 3. LANDSCAPE BEDS SHALL RECEIVE 12" Z DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) = SHALL RECEIVE 2" DEPTH TOPSOIL. H Q 4. HYDROSEED SHALL BE SMOOTH BLENDED INTO ADJACENT EXISTING LANDSCAPE ♦p NAR x�'W. A4 , 1 KURYEYFn DESIGN BY: M CHECK BY: PROD MISR: CMC FILE: PU21.1T/9D.9-L9.tlwg I CONFORMED SET 0011— n.�n•�w « CITY OF RENTON PUBUCWORKSDEPARTMENT TRANSPORTATION DIVISION AP P NSTRUCTION BY: DATE% DUVALL AVE NE PLANTING PLAN STA 913+00 TO STA 923+00 SHEET 30F9 DRAWING NO. LS3 PROJECTNO. 2 1 T9N FED AID NO. DATE: FEBza2-1- SHEETNO. 80 OF 94 dByAPP. NUMBER REVISION DESCRIPTION DATE 9—�+ 0 — .00 — I 920+00 DUVALL AVENUE NE 927 1 928+( —I— —I — PLAN—�----------- SCALE IN FEET o zD 40 DUVALL AVENUE NE 51+00 52+00 SCHEDULE C PLAN SCALE IN FEET Z 0 10 20 LEGEND: EXISTING TREES TO REMAIN ® FILTERRA SYSTEM (REF. SO SHEETS) PLANT LEGEND: STARLIGHT DOGWOOD /yam• -may, I Y) STAR MAGNOLIA OVARIEGATED MAIDEN GRASS O+ ABBOTSWOOD POTENTILLA { STELIA VORO DAYULY O KEISEY REDTWIG DOGWOOD ',.',.'�.'..'," MEDITERRANEAN HEATH MT. VERNON LAUREL SYNTHETICTURF HYDROSEED LAWN-2" DEPTH APPROVED TOPSOIL NOTES: 1. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2. NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET L.S6 FOR PLANTSCHEDULE, DETAILS, & GENERAL NOTES. 3. LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. 4. HYDROSEED SHALL BE SMOOTH BLENDED INTO ADJACENT EXISTING LANDSCAPE MAR) .�0¢o: R•`W/P�C u i x "4cier�xS° TONAL qy,•, SURVEYED: DRAWN Br: DSB DESIGPUBLIC CHECK Y: DC CHECK BY: PROI MGR: CM<",'s FILE: PU2141TJ9005-LSAw6 CONFORMED SET „„,R m;p' T w^•'^m^' CITY OF RENTON WORKS DEPARTMENT TRANSPORTATION DIVISIONFED APP RCONSTRUCTION BY: DATE L DUVALL AVE NE PLANTING PLAN STA 923+00 TO END AND BEGIN TO STA 52+60 SHEET 4OF9 DRAWING No. LS4 PROIECTNO. 2141R879.5 DATE: NO. DATF:FED jg;i- SHEET NO. 81 Of 96 NUMBER REVISION DESCRIPTION BY APP. DATE LEGEND P.O.C. @ PROPOSED 1" IRRIGATION METER - FIELD VERIFY LOCATION.— STATIC PRESSURE = 70 PSI. CONTRACTOR TO VERIFY PRESSURE PRIOR TO \ COMMENCING CONSTRUCTION. LOCATE METER IN MEDIAN BACK OF CURB PLAN IS DIAGRAMMATIC- LOCATE PIPING _ & EQUIPMENT IN ADJACENT MEDIAN BACK _ OFCURB 892+00 -j �$93+00 _ 894+00 — _ �— — 895+00 DUVALL AVENUE NE _ AO CI o � I I I I I I I I r r PLAN IS DIAGRAMMATIC- LOCATE PIPING & EQUIPMENT IN ADJACENT MEDIAN BACK OFCURB � o / PLAN SCALE IN FEET = 0 20 40 ----------- ----------- _________ PROPOSED IRRIGATION MAINUNE-1 "DIA. IRRIGATION LATERAL LINE - VARIES IRRIGATION SLEEVE -6"DIA. 0 ZONE VALVE O MANUAL DRAIN VALVE IRRIGATION NOZZLE LEGEND 1806-VAN _`I5- IM-12H SHEET NOTES: 1. REFER TO IR2B FOR CONSTRUCTION NOTES, DETAILS, AND IRRIGATION EQUIPMENT LISTS. REFER TO SEPARATE WRITTEN SPECIFICATIONS FOR DETAILED IRRIGATION SYSTEM INFORMATION. 2. PLAN IS DIAGRAMMATIC. VARIATION IN HEAD LOCATIONS ON PLANS 15 FOR THE SAKE OF GRAPHIC CLARITY, LOCATION OF IRRIGATION MAINUNE, LATERALS & SLEEVING ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS. 3. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. DESIGNER RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST. ADJUST HEAD POSITIONS AND ADD OR DELETE HEADS AS NECESSARY DEPENDING ON ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL VERIFY DESIGN PRESSURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK. ------------------------------------------ @O DUVALL AVENUE NE 899+00 900+00 901+00 I— PLAN ��✓✓ S/q ,) �L� w __ SCALE IN FEET 0 20 ®0 @O DUVALL AVENUE NE 899+00 900+00 901+00 I— PLAN ��✓✓ S/q ,) �L� w __ SCALE IN FEET 0 20 ®0 MAR( 'q'O f SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. LSS e 9. DMWN BY: DSB DCS USUC WORM DEPARTMENT PTRANSMICTATION PRWECTNO. 42j4177 4 - CONFORMED SET DIVISION FETE: NO. CHECK BY: CHECKDESIGY: IRRIGATION PLAN APPRO O ONSTRUCTION DATA' B2D21 seo PROI MGR: CM< ems" yip"W"�„,„�, / STA 891+50 TO STA 902+50 NUMBER REVISION DESCRIPTION OV APP. DAiE kNALE W,y„y, FUE: PU2141779045-LIScin 'maW _/�� BY: DALE SHEET 5OF9 SHEETNO. 82 OF 94 +00 909i+00 PLAN IS DIAGRAMMATIC -LOCATE IRRIGATION PIPING & EQUIPMENT ADJACENT MEDIAN BACK OF CURB P.O.C. @ PROPOSED 1" IRRIGATION METER - FIELD VERIFY LOCATION. STATIC PRESSURE = 70 PSI. CONTRACTOR TO VERIFY PRESSURE PRIOR T0� COMMENCING CONSTRUCTION. LOCATE METER IN PLANTER BED. w L DUVALL AVENUE NE Qo 1 rn 1.25' + a+00 905+00 — — — — - 14 G DUVALL AVENUE NE 1.5" PLAN SCALE IN FEET Z 0 20 40 PLAN 15 DIAGRAMMATIC - LOCATE ---- -- - _ _ _ _ IRRIGATION PIPING & EQUIPMENT IN - ADJACENT MEDIAN BACK OF CURB PLAN SCALE IN FEET Z 0 20 40 P.O.C. @ PROPOSED 1" IRRIGATION METER- FIELD VERIFY LOCATION. STATIC PRESSURE = 70 PSI. CONTRACTOR TO VERIFY PRESSURE PRIOR TO COMMENCING CONSTRUCTION. LOCATE METER IN PLANTER BED. MAR! SURVEYED: ��' �c CITY OFRENTON DUVALLAVE NE DRAWING NO. LS6 ='t R�aY ! DRAWN BY: DSB U i R DESIGN BY: DCS PUBUC WORKS TRANSPORTATON DITMENT VISION ISION IRRIGATION PLAN FED AID NO. ;29272yp_65 CHECK BY: CONFORMED SET STA 902+50 TO 904+00 AND 908+50 TO 913+00 FED AID NO. se9�e aarnewaw APPR CONSTRUCFION DATE: �FB3D21 PROI MGR: CMC SHEET6OF9 NUMBER REVISION DESCRIPTION BY APP. DATE RM L' 'Y wuo� FILE: PU2141779015-LS.dws • ww�w�ia w�.n BP OAT SHEET NO. 89 OF 90 J % -- W W N o DUVALLAVENUE NE 1,y 1 • ,. m Q + + 916r00 917+00 916*00 919+00 an J PLAN IS DIAGRAMMATIC -LOCATE = IRRIGATION PIPING & EQUIPMENT IN F ADJACENT MEDIAN BACK OF CURB--- Q PLAN = SCALE IN FEET 0 20 40 MAR/ p. Fo F RNAL Py.� SUAVEYED: DRAWNBY: WE DESIGN BY[S : O aea eY: PROI MGR: CIVIC FILE: PU2141JJ90A5-BAwg _ CONFORMED SET N NPQ I ,." :°° ,, � �� wer CITY OF RENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION APPR ONSTRUCTON .2��/, Br oATE:$_oL DUVALL AVE NE IRRIGATION PLAN STA 913+00 TO END SHEET 7 OF 9 DRAWINGNO. LS7 PROlER NO. $]9y27�45 FED AID NO. DATE: SHEET NO. B4 OF 9A NUMBER REVISION DESCRIPTION BY APP. DATE PLANT MATERIAL LIST CITY. I BOTANICAL NAME COMMONNAME SIZE &SPACING 44 CORN US NUTTALLI X KOUSA'STARLIGHT' 'STARLIGHT'DOGWOOD 2"CAL., 12-14'MIN. HT., B&B @25'O.C. 13 STAR MAGNOLIA MAGNOLIA STELLATA 2" CAL., 12-14' MIN. HT., B&B, PER PLAN 884 CORALS SERICEA'KELSEYII' 'KELSEY'REDTWIG DOGWOOD 1GAL. CENT. @TO.C. 1135 ERICAX DARLEYENSIS'MEDITERRANEAN PINK' 'MEDITERRANEAN PINWHEATH SGAL. CONT. @ 18"O.C. 270 HEM EROCALLIS'STELLA D' ORO' 'STELLA D' ORO' DAYLILY 1 GAL. CONT. @ T O.C. 160 MISCANTHUS SINENSIS'DIXIEIAND' VARIGATED MAIDEN GRASS 2 GAL CONT. @ V O.C. 29 POTENTILIA FRUITICOSA'ABBOTSWOOD' 'ABBOTSWOOD' POTENTILLA 3 GAL CONT. @ 2' O.C. 1555 PRUNUS IAURECERASUS'MT. VERNON' 'MT. VERNON'LAUREL 1GAL CONT. @ 12" O.C. GENERAL LANDSCAPE NOTES 1. REFER TO THIS SHEET FOR PLANT INSTALLATION DETAILS. 2. CONTRACTOR IS REQUIRED TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. CONTRACTOR 15 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 THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE 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 PLANTED AREAS TO NATIVE SOIL PRIOR TO TOPSOIL INSTALLATION. THIS EXCAVATION SHALL BE PAID AS "ROADWAY EXCAVATION INCLUDING HAUL". EXCAVATED VOLUME SHALL BE REPLACED WITH SELECT BORROW COMPACTED TO 80% MAX. DENSITY. SEE CIVIL SHEETS FOR PLACEMENT 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 NURSERYMEN STANDARD (ANSI Z60.1) AND WASHINGTON STATE STANDARDS FOR NURSERY STOCK ORDER NO.1627. ALL PLANT MATERIALS SHALL HAVE SUFFICIENT ROOT DEVELOPMENTTO ASSURE SURVIVAL AND HEALTHY GROWTH. CONTAINER GROWN PLANT MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT GROWTH TO HOLD THE SOIL INTACT WHEN REMOVED FROM THE CONTAINER, BUT SHALL NOT BE ROOT BOUND. 7. PRIOR TO BARK MULCH PLACEMENT, ALL SHRUB BED AREAS SHALL BE TREATED WITH A PRE -EMERGENT HERBICIDE. FOLLOW ALL MANUFACTURER'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 GRADE SHALL BE BROUGHT TO A UNIFORM LINE WITH NO SURFACE IRREGULARITIES. WATERING BERMS AROUND PLANTS SHALL BE HAND COMPACTED AND OF A SMOOTH AND EVEN GRADE PRIOR TO MULCH PLACEMENT. MULCH SHALL BE WATER -COMPACTED UPON PLACEMENT. 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 BEEN GRANTED. OWNER SHALL THEN ASSUME ALL RESPONSIBILITIES FOR MAINTAINING ALL PLANTS IN A HEALTHY GROWING CONDITION FOR THE LIFE OF THIS PROJECT. 11. LANDSCAPE MATERIALS& QUANTITIES WILL BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS IF NECESSARY. COORDINATE LANDSCAPE CONSTRUCTION AND REVIEWS W/ OWNER'S REPRESENTATIVE. 12. CONTRACTOR SHALL HYDROSEED ALL AREAS DISTURBED DURINGCONSTRUCTION. AREA FOR SPACING CONTINUOUS OUTER ROW OF 3- HT WATERING ADJUSTMENT PLANTS SPACED "X" ON CENTER BASIN BERM AND SET BACK FROM THE "X„ PLANTING PIT ROOTBALL -- - FERTILIZER TABLETS, PI,ANTING BED EDGE 2/3 } 2/3 X' SHALL BE A MIN DEPTH 711 \ r 2"-6" DEPTH } OF TWICE THE — — } EDGE OF PLANTING BED ROOTBALL DEPTH 6" MIN ,II I�BACKFILL SOIL MIX } } + FOLD BURLAP BACK } FROM TOP HALF OF } } } + } } } } OOTBAL ROOT BALL AFTER WIDTH PLACING SHRUB IN }\+/} 6" 6" 6" PLANTING PIT } MIN MIN MIN MIN TRIANGULAR SPACING WITHIN 2/3 X PLANTING PIT SHALL BE A PLANTING BED MINIMUM OF 2 TIMES THE ROOT- BALL WIDTH AT BASE NOTE: SPECIFIED PLANT SPACING="X" OF PIT & 3 TIMES ROOTBALL REMOVE TREATED OR SYNTHETIC INDIVIDUAL PLANTS REPRESENTED AS: } WIDTH AT FINISH GRADE BURLAP COMPLETELY (CONTAINENS & B) PLANT SPACING DETAIL SHRUB PLANTING DETAIL NO SCALE NO SCALE GROUNDCOVER PLANTING DETAIL NO SCAL' 1LL ILL SOIL MIX TLIZER TABLET — a (2)- BVC WOOD TREE p p p STAKES (MIN 6' HT) CHAINLOCK TREE TIES O p p 6 2" MULCH IN BASIN MIN FINISH GRADE 2' 3" HT WATERING BASIN 43„ BERM 3" PLANTING PIT _ ROOT - _ FERTILIZER TABLETS SHALL BE A — BALL IE� MINIMUM TWICE THE F DEPTH 1— —=TL FOLD BACK BURLAP ROOTBALL 12" __ = FROM TOP 2/3 OF DEPTH MIN �— II - ROOT BALL BACKFILL SOIL MIX COMPACTED MOUND OF TOP SOIL 8" 8" ROOTBALL 8" 8" BACKFILL SOIL MIX TOP DRESSING uN uN xrom ulx uN AS CALLED OUT 3" BERM (WATERING TROUGH) NOTE: EXTRUDED CURB REMOVE TREATED OR 6" BERM PLANTING PIT - SHALL SYNTHETIC BURLAP BE A MINIMUM OF TWICE COMPLETELY. REMOVE y ,) , FABRIC SOW WEED f DIAMOND PRO FESCUE TURF \ THE ROOTBALL WIDTH AT BASE OF PIT & 3 TIMES ANY SOIL AND/OR MULCH AWAY FROM TREE CROWN 'd P INFILL 1" DEPTH DURAFILL INFILL ROOTBALL WIDTH AT AFTER INSTALLATION 60D NAILV'R.T \\� FINISH GRADE DECOMPOSED GRANITE NOTE: COMPACTED TO 90% 3"-4" 1. INSTALL 6" BERM IN ALL ISLAND PLANTING AREAS. RETAIN TREE PLANTING AND STAKING DETAIL DEPTH OR 3/8" MINUS CURB FOR TOP ING. NO SCALE -�— II—ITT—T—m—ITI—ITI—III—II—III—III—II—III—III—II III- NATURAL SOIL 2. PLANTNG SHRUBS TOWARDS CENTER OF ISLAND AS SHOWN ON PLANS. SYNTHETIC TURF SECTION TYPICAL MEDIAN PLANTING NO SCALE NO SCALE �'"�ou`x7�O c "A'v ! u 4 x I suavErno: ORAwN nr: osn DESIGN BY. ors('.DNFDRMED CHECK BY: PROI MGR: CMC PU214llJW105-LS.tlwB $ET .mom CITY OFRENTON DEPARTMENT PUBLIC WORKS TRANSPORTATION TPANSPoRTATION DIVISION DIVISION AP VE ONBTRUCDON Br' DATE2W4 DUVALLAVE NE LANDSCAPE DETAILS SHEETSOF9 DRAWINGNO. LSOO PROJECTNO. 31417]�OS FED AID NO. DATE: FEBjp21 SHEETNO. 85 OF 94 NUMBER REVISION DESCRIPTION I BY I APP.1 DATE RECTANGULAR PLASTIC VALVE BOX AMTEK OR EQUAL WITH ROUND VALVE�BO%- MANUAL DRAIN VALVE — WITH ROUND VALVE BOX 1 P OA P4J A4P 0Py 0P OJ` a M a 3 FLOW POINT OF CONNECTION SEQUENCING NO SCALE VALVE BOX: REFER TO FINISH GRADE AT LIP OF IRRIGATION SHEET NOTES BOX IN TURF AND PAVED OR SPECIICATIONS AREAS (I- BELOW LIP IN ALL OTHER AREAS) VALVE BOX COVER BALL VALVE FLOW L� 4" MIN LONG] GALV NIPPLE SCH 80 UNION - PW MALE ADAPTOR BALL VALVE NO SCALE VALVE BOX: REFER SPECIFICATIONS LOW VOLTAGE WIRES) -B 1 WFi DRAIN GRAVEL SUMP BELOW VALVE NOTE: PROVIDE EXPANSION COILS AT EACH VALVE REDUCING TEE T%T FLOW MIN. 3 GRAVEL 8" POINT OF CONNECTION ASSEMBLY NO SCALE QUICK COUPLER FINISH GRAAE- D N63100 VALVE GRADE 40 LOCKABLE ' VALVE BOX- 2" CIA PVC SLEEVE 2-STAINLESS- WILKINS 1200-3/4" (OR STEEL WORM EOUIVI BRASS ANGLE VALVE CLAMPS PVC NIPPLE MIN 12'� L,,, 3/4" X 3" PROTECTIVE PVC OFFSET FROM PVC LINE NIPPLE Da°ese8o�48 �P2 CUR PEA GRAVEL SUMP MANUAL DRAIN VALVE ASSEMBLY NO SCALE 14 REPAR ROD - 30' LENGTH SCH. 4o PVC WIN 14 HEAR 30" LENGTH 3/4' BRASS MANUAL GLOBE VALVE, SHALL BE PERPENDICULAR TO MAINLINE )GUAR (RICKS, IYP. NOTES: 1. CONTRACTOR SHALL USE VALVE BOX EXTENSIONS AS REQUIRED TO MEET FINISH GRADE. 2. ALL VALVE BOXES TO BE INSTALLED FLUSH WITH FINISH GRADE. 3. VALVE BOXES TO BE SIZED TO FACILITATE REPAIR/REPIACEMENT OF HOUSED EQUIPMENT. 6„ /—CURB OR EDGE SCH 80 PVC NIPPLE TxT LENGTH AS REQUIRED SCH 40 WC COUPLING TxT SCH 80 PVC NIPPLE 7x7 SCH 40 PVC ELBOW TO 2-SCH 40 PVC 9V STREET ELLS W—SCH P C MAINLININ E TIMING 80 PVC NIP QUICK COUPLER VALVE NO SCALE IRRIGATION IMPROVEMENTS - GENERAL NOTES 1. 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 WSDOT 9-02.3(2) FOR APPROVAL PRIOR TO BEGINNING WORK THE INSTALLATION OF PLANT MATERIAL SHALL NOTE BE ALLOWED UNTIL IRRIGATION LAYOUT & COVERAGE TESTS ARE APPROVED BY ENGINEER. ALL CONSTRUCTION CONFUCTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY UPON RECOGNITION, 4. CONTRACTOR IS RESPONSIBLE FOR ATHOROUGH 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 REPAIRED OR REPLACED BYTHE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE ENGINEER AND AT NO COST TO THE OWNER. 6, ALL PIPING UNDER HARD SURFACES (INCLUDES CONCRETE, ASPHALT, CRUSHED GRAVEL) SHALL BE SLEEVED WITHIN A SCH. 40 PVC CONDUIT EXTENDING 12 INCHES BEYOND HARD SURFACE EDGE AT 24" DEPTH. 7. PIPE SIZE SHALL BE THE SAME ON BOTH SIDES OF VALVES. B. 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 ARE AT 90 DEGREES. 10. IRRIGATION SITE PLAN IS SCHEMATIC. IRRIGATION PLUMBING AND EQUIPMENT SHALL BE INSTALLED IN LAWN OR SHRUB BED AREAS AND WITHIN PROPERTY BOUNDARIES. THE CONTRACTOR SHALL CONSIDER ALL SITE FEATURES IN THE INSTALLATION OF IRRIGATION IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL IRRIGATION EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM. FIELD VERIFY ALL EXISTING 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 FOR IRRIGATION 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 ANY ADDITIONAL REEVING OR UPSIZING REQUIRED PRIOR TO CONS'TRUCIFION. Box GRACE AT LIP OF WALK DR CURB Irrigation Equipment List FINISH GRADE 3" S bol MFR. Ordering# Product Description ELECTRIC cOwNVALVE Rainbird 1806 12' SERIES RS 8" Poo —LIP S ra ead WillWill180 & VAN Nozzles SCH 80 PVC NIPPLE SCH Bo Pvc UNION 9 B & K 107-900 Series Brass Ball Valve Schedule 40 Unions With Brass Inserts Match Line Size W/BRASS INSERT ® Ralnbird 3RC 3 4 Brass Quick Cau ler SON 40 PVC MALE SPRINKLER ID Wilkins #200 3 4 An le Valve for Manud Draln AssemblyWith KeyExtension ADAPTER Boov C Ralnbird PEB-150 1.5 Electric Remote Cantrol Zone Valw With Now Control & FPS Pressure Regulator Hunter WVC Controller Batter Operated Yfireless Valve System Controller SCH 40 PVC ELL (S X S) SCH 80 scH ao PVC PIPE; NIPPLE SCH 40 ELL _ —© � Schedule 40 PVC Pipe for Mainline Install Below Ground 24" Under Paved Areas LENGTH AS REQUIRED SCH 40 Class 200 PVC Pie for Lateral Lines Install Be low Ground 24 Under Paved Areas STREET ELL Schedule 40 PVC Pie Conduit Install at 24 De th —SCH - 40 PVC FITTING -- _ (s % S) SCH 40 STREET T SCH 40 PVC MAINLINE LL LATERAL LINE SCH 40 TEE OR ELL ELECTRIC CONTROL VALVE NO SCALE POP-UP SPRINKLER ASSEMBLY NO SCALE HAR 20�oY wAsS EC't >` qh, A4 ye,®, SURVEYED: DRAWNBV: DSB DESIGN BY: I5 CHECKBY: PRO: PU21 CMC fILE: PU21417T904SLS.dwr - CONFORMED SET � ,p,n �m T�r- am CITY OF RENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION APPRO CONSDtUCmON BY. OAIE ? DUVALL AVE NE IRRIGATION DETAILS SHEET 9OF9 DRAWING NO. LS9 PROIECTNO. 214177824 FED AID NO. DATE: 0E81011_ SHEFrNO. 96 aF% J.YA"11. NUMBE0. REVISION DESCRIPTION WORKZONE A, SHEETS TC2 AND TC8 WORKZONE F, SHEETS TC6 THROUGH TC7 1. CONTRACTOR TO PROVIDE TRUCK DETOUR PER SHEET TC8 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 CURB AND GUTTERS. 10. HMA ROAD AND BIKE LANES. 11. REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFIC SAFETY CONES. WORKZONE B. SHEETS TC2 1. INSTALL TEMPORARY TRAFFIC SIGNS. 2. INSTALL TRAFFIC SAFETY CONES AT NIGHT. 3. SAWCUT EXISTI NG PAVEMENT. 4. EXCAVATE ROADWAY IN WORK ZONE, 5. INSTALL DRAINAGE AND STRUCTURES. ABANDON OR REMOVE EXISTING DRAINAGE AND STRUCTURES. 6. INSTALL LIGHTING FOUNDATIONS AND UNDERGROUND CONDUIT AND POWER. 7. TRIM AND COMPACT SUBGRADE. 8. PLACE CRUSHED SURFACING TOP COURSE. 9. INSTALL CONCRETE SIDEWALK AND CONCRETE CURB AND GUTTERS. 10. HMA ROAD AND BIKE LANES. 11. REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFIC SAFETY CON ES. WORKZONE C THROUGH E, SHEETS TC3 THROUGH TICS 9. 10. 11. 12. 13. 14. 15. INSTALL TEMPORARY TRAFFIC SIGNS. INSTALL TRAFFIC SAFETY CONES AT NIGHT. SAWCUT EXISTING PAVEMENT. EXCAVATE ROADWAY IN WORK ZONE. I NSTALL AND TEST WATERMAIN AND HYDRANTS. ABANDON OR REMOVE EXISTING WATERMAIN AND HYDRANTS. INSTALL DRAINAGE AND STRUCTURES. ABANDON OR REMOVE EXISTING DRAINAGE AND STRUCTURES. INSTALL LIGHTING FOUNDATIONS AND UNDERGROUND CONDUIT. CONSTRUCT FORMWORK FOR PROPOSED WALLS. INSTALL UNDERGROUND CONDUIT AND POWER UTILITY VAULTS. TRIM AND COMPACT SUBGRADE. PLACE CRUSHED SURFACING TOP COURSE. INSTALL CONCRETE SIDEWALK, WALLS, AND CONCRETE CURB AND GUTTERS. HMA ROAD AND BIKE LANES. REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFIC SAFETY 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 TRAFFIC SAFETY CONES. NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING DESCRIBED APPLIES TO THE WORZONES OUTLINED IN THIS TEMPORARY TRAFFIC CONTROL SET AND IS NOT REQUIRED TO BE FOLLOWED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FINAL WORKZONES, TEMPORARY TRAFFIC CONTROL, AND CONSTRUCTION SEQUENCING PRIOR TO ANY CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WORKZONES, TEMPORARY TRAFFIC CONTROL, AND CONSTRUCTION SEQUENCING WITH THE CITY PRIOR TO ANY CONSTRUCTION. MAR, SURVEYED: SURVEYED: DRAWN BY: BID CITY OF RENTON DUVALL AVE NE DRAWINGNO. TCl DESIGN BY: DVS PUBLIC WORKS TRANSPORTATION DIMS? NT PROJECT NO. 214372344i F TMN UTATION DINSION CHECK BY: no CONFORMED SET TEMPORARY TRAFFIC CONTROL FED AID NO. 'yUiYtO�� w�wu�wW AP OVE RCONSTRUGTON DATE: 0102ML PROIMGR: CMC .� CONSTRUCTION SEQUENCING NUMBER REVISION DESCRIPTION BY APT. pAiE AL ay,o, HUE: PU3141J]9095-TC.dwL rffiP'""" .uva_a Br DATE' SHEET 1OF8 SHEET NO. 8> OF 90 END ROAD WORK _2 4 4" N H a z AHEAD CR-Emlm E t* ROAD . 1 CLOSED R11-2 ! 48"x30" I CLOSED •r �K HEA � y• ' D-SR WORKZONE A ��������������� • .... • .. • • ..������������ 48"x48' ® OO 225' MIN. TAPER 0 350'., 350' 350' DUVALL AVENUE NE SOUTHBOUND DUVALL AVE NE CLOSURE *_ SCALE IN FEET 0 2 40 �T' SIDEWALK CLOSED ROAD I� AHEAD WORK CROSS ' WIT AHEAD LANE ENDS MERGE 24"X12" LEFT ROAD SIDEWALK CLOSED I— WORK -• �,l`? " - K' RIGHT LANE `" RIGHT LANE AHD MUST �e MUST W9-2 AHEAD SIDEWALK CLOSED f END "/ `'.`, ,,�. • _CROSS HERE p TURN RIGHT TURN RIGHT AHEAD a' ROAD WORK s $ R9-1 I R37 24" z wzo-1 CROSS HERE o- w : ( t1 36"X36" 36' �' E 48' XU , 2 - — — — _ DUVALLAVENUENE — — — — — — — — — -� — — — — GENERAL NOTES: 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR GUIDANCE PURPOSES. CONTRACTOR MUSTSUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. 2. STANDARD TRAFFICCONTROL PLANS REFERENCED IN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC CONTROL PLANS INCLUDE: 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: SINGLE -LANE CLOSURE FOR MULT-LANE ROADWAYS 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: DOUBLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11 LEFT LANE AND CENTER TURN LANE CLOSURE - 5 LANE ROADWAY 2.4. MUTCD FIGURE 6H.13: TEMPORARY ROAD CLOSURE(TA-13) 2.5. MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ON FARSIDE OF INTERSECTION (TA-22) 2.6. MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-23) 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES DURING CONSTRUCTION. PLACE RIGHTTURN ONLY, R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THE RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. B. PEDESTRIAN HANDLERS REQUIRED ON -SITE FOR THE DURATION OF THE PROJECT, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. LEGEND: jFLAGGING STATION KI TEMPORARY SIGN LOCATION A CHANNELIZATION DEVICE ® WORK ZONE TYPE 3 BARRICADE 0 HORIZONTAL RECTANGULAR BLACK ARROW PANEL WITH YELLOW ARROW F TRAFFIC FLOW DIRECTION = L y + •.S ,y1M'�e > ' +o' ROAD WORK AHEAD . DUVALLAVE SOUTHBOUND SINGLE LANE CLOSURE W20.1 5• _ . ^ SCALE IN FEET = :, i 36N 6.p O w aO �t �NMARtg suavEveD: DUVALL AVE NE DRAWINGNO. TCG i��,oe •ayy� c� DRAWN BY: OD CITY OF RENTON PRDIEer ND. 214177904—s y DESIGN BY: DVS PUBLIC WORKS DEPARTMENT CONFORMED SET TRANSPORTATION DIVISION FEDAIDNO. CHECK BY: AD APPRUCTION TEMPORARY TRAFFIC CONTROL RO CONST �p PROI MOB: MC WORKZONE A AND B DATE: FEB20_21 Ah9E� NUMBER REVISION DESC0.IPTION BY APP. DATE L fiIE: PU33d1779W5-Md. Tmo:.+km+�w' BY: DATE% SHEET20F8 SHEETNO. 88 OF 94 XA120-1 'x48" _ F 4 • i.}-- WORK � '�� , t„o z F 1! W20-1.y• x3-ell — DUVALL AVENUE NE ' RIGHT LANE SIDEWALK CLO! MUST AHEAD -- a _ TURN RIGHT CROSS HERE R 24' a q Z OR �9 WORKZONE C AHEAD CROSO — ROAD NARROWS � ROAD WORK AHEAD 48"x48" GENERAL NOTES: 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR GUIDANCE PURPOSES. CONTRACTOR MUST SUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF �q RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC CONTROL PLANS INCLUDE. 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: SINGLE -LANE CLOSURE FOR MULT-LANE ROADWAYS 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: -• DOUBLE -LANE CLOSURE FOR MULTI -LANE 4- 4 F -4l L �j ROADWAYS -l'yy'�r ^. AND 2.3. WFT TER FFIC _ 00 LANE LEFT LANE AND CENTER TURN LANE CLOSURE - 5 CENTER TURNCONTROL SURE-5 LANE ROADWAY D] 2.4. MUTCD FIGURE 6H-13: TEMPORARY ROAD W CLOSURE(TA-13) N 2.5. MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-22) _ Z 2.6. MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-23) J = 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES - DURING CONSTRUCTION. PLACE RIGHT TURN ONLY, R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHI N THE ' • RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. c 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. w 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO - LESS THAN 48". • - 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 8. PEDESTRIAN HANDLERS REQUIRED ON -SITE FOR THE DURATION OF THE PROJECT, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. • „LEGEND: `- -' FLAGGING STATION '. la TEMPORARY SIGN LOCATION F IN CHANNELIZATION DEVICE ul WORKZONE H - s }.. TYPE 3 BARRICADE w Z i 0 HORIZONTAL REBLACK ARROW E PANEL WITH YELLOWLOW ARROW F TRAFFIC FLOW DIRECTION W20-1� 48"x48" anmw DUVALL AVE NORTHBOUND SINGLE LANE CLOSURE -.+R�6•_ SCALE IN FEET = ram, "�` -. 0 40 go MAR/ eOe U n 4. X �i4e14�A� ANA4 E�` �.� SURVEYED: DRAWNBY: OD DESIGN BY: DVS a9a Bv: AD pROI MGR: UAC FILE: PU2141779045-TC.dw9 CONFORMED SET ,�w^,�„„,e r. za �mmm n CITY OFRENTON PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVBION gPPROV NSTRUCfION p BY: DATE/ / DUVALLAVENE TEMPORARY TRAFFIC CONTROL WORKZONEC SHEET 3 OF 8 DRAWING No. TC3 PROJECTNO. 216122BQg,5 FED AID NO. DATE: FEB 2021 SHEETNO. M OF 94 NUMBER REVISION DESCRIPTION By APP. PATE END ROAD WORK 1 1 350 350' 350'' J` RIGHT TWO LANES I • � _ � CLOSED r .Fi ..x ' %! AHEAD ',L) 48"x48" W20-501 ROAD 48"x48" WORK AHEAD ROAD WORK AHEAD 7 Ai DUVALL AVENUE NE EJ OO -F? O ®- O" IN —IT E] o ° , E7 9 0 RIGHT LANE = MUST TURN' RIDHT w R3-7 W/B - 48"x M' W20-1 e as"xas" wzo 7A 7 ` SIDEWALK CLOSED g AHEAD CROSROSS HE �r DUVALL AVENUE NE I 11110 _ ®®® �. ®®®-O®�ImE E'siJ OO ®-@]r2 EE@-"Ot 2969®@-Cl 19 �@ WORKZONE D k `cx IEWALK CLOSED AHEAD BE CROSS E - "'I 36,36 PREPARED TO STOP _ � l � N Y w W3-4 Z 36"x36" ROAD 4 WORK AHEAD W20-1 48"x48" ROAD WORK AHEAD F s � G2Lr i KZONE D ® ' ROAD WORK AHEAD ROAD\ �_ WORK .77 EGEND: FLAGGING STATION W20-1 48"x48" b TEMPORARY SIGN LOCATION 12 CHANNELIZATION DEVICE ® WORK ZONE f TYPE 3 BARRICADE HORIZONTAL RECTANGULAR BLACK ARROW PANEL YELLOW ARROW E TRAFFIC FLOW DIRECTION wwr oil ha MAINTAIN ACCESS TO LEFTTURNONLY LANES END ROAD WOR GHINt RAL NUI : 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR GUIDANCE PURPOSES. CONTRACTOR MUST SUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC CONTROL PLANS INCLUDE: 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: SINGLE -LANE CLOSURE FOR MULT-LANE ROADWAYS 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: DOUBLE -LANE CL05URE FOR MULTI -LANE ROADWAYS 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: LEFT LANE AND CENTER TURN LANE CLOSURE - 5 LANE ROADWAY 2.4. MUTCD FIGURE 6H-13: TEMPORARY ROAD CLOSURE(TA-13) 2.5. MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-22) 2.6. MUTCD FIGURE 6H-23 LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-23) 3. MAINTAIN RESIDENTIALACCESS TO PROPERTIES DURING CONSTRUCTION. PLACE RIGHT TURN ONLY, R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THE RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 8. PEDESTRIAN HANDLERS REQUIRED ON -SITE FOR THE DURATION OF THE PROJECT, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. "MR/Ni DUVALL AVENUE NE r DUVALL AVE NORTHBOUND HALF ROAD CLOSURE .R�'V "4 m8y�c! CITY OF RENTON DUVALL AVE NE DRAWINGND. TC4 U ne $ DRAwrer: a0 DESIGNBY: WS PTRANSPORTARON PROJECTNO, i}41r2 5 SET DM ON FED AID NO, UIfCI: BV: JLDCUNFURMED TEMPORARY TRAFFIC CONTROL q�sao PRoimGR: cmc APP CONSTRUCTON WORKZONED DATE: FEB2021- NUMBER REVISION DESCRIPTION BY APP. DATE RRlAL ' a+rm� FILE: PU2141779015-M.d g w � BY0 DATE ! SHEET 4 OF 8 SHEET NO. m OF 94 Es JROAD WORK) - a- 4-- 48'1x2 - b q b 225' r 350' 350' pER • CLOSED AHEAD �r -K W20 SL ROAD)44�"x48 .. .'.: .rX.. WORK AHEAD 48"x48" o ROAD WORK AHEAD 48"x484 IA "�INCS'^.'��\�` WORKZONE E \\\\ DUVALLAVENUE NE 225 TAPER a ., -d� ROAD i WORK AHEAD 'INt2t ,� 48 x48" 1 PROVIDE TEMPORARY RIGHT TURN ARROW AS NEEDED BE PREPARED TO STOP W3-4' 36"x36" SIDEWALK CLOSED \$ E AHEAD - CROSS f"H2" m- mFm-m m -a m ®- m Irr �i TO MAINTAIN jai Kf� 36"x36" GENERAL NOTES: .: ROAD 1. TRAFFICCONTROL PLANS PROVIDEDARE FOR "- WORK GUIDANCE PURPOSES. CONTRACTOR MUSTSUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF I L AHEAD RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. E •� 2. STATHE DEVRD TRAFFICELOPMENT CONTROL MPLANS REFERAFFIC N .:.II�12 S CONTROL TEMPORARY TRAFFIC 4SY'X4BLLI CONTROL PLANS INCLUDE: I •�� SIDEWALK CLOSED 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: AHEAD SINGLE -LANE CLOSURE FOR MULT-LANE 4R V" ROADWAYS CROSS HERE 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: R9-11 3 DOUBLE -LANE CLOSURE FOR MULTI -LANE -249(i4* ROADWAYS _ f Q 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: w� LEFT LANE AND CENTER TURN LANE CLOSURE-5 LANEROADWAY WORK ZONE E - w 2.4. MUTCD FIGURE 6H-13: TEMPORARY ROAD VI CLOSURE(TA-13) 2.5. MUTCD FIGURE 6H 22: RIGHT LANE CLOSURE ON ro3 2,, m m 2-0 m. 0" g__ ®� isz FAR SIDE OF INTERSECTION(TA-22) J 2.6. MUTCD FIGURE 6H 23: LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA 23) DUVALL AVENUE NE u _ H 3. MAINTADURINGICONSIDENTIAL ON. CCESS PLACETOPROPERTIES Q DURING CONSTRUCTION. PLACE RIGHT TURNDNLY, i1f�» R3-5(R),SIGNS FORALL DRIVEWAYS WITHIN THE I RESPECFIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION 1W20 BE - I.4 ,F �- S. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. PREPARED TO STOP 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO y� LESS THAN 48". A 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. ROAD — WORK 3 8. PEDESTRIAN HANDLERS REQUIRED ON -SITE FOR THE AHEAD DURATION OF THE PROJECF, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. W20-1 LEGEND: 48" x48" FLAGGING STATION " b TEMPORARY SIGN LOCATION 'v�] ROAD m CHANNELIZATION DEVICE WORK, ® WORK ZONE AHEA TYPE 3 BARRICADE HORIZONTAL RECTANGULAR BLACK ARROW 350' 20-1 0 PANEL WITH YELLOW ARROW "x48" �► F TRAFFIC FLOW DIRECTION DUVALL AVENUE NE T DUVALL AVE SOUTHBOUND HALF ROAD CLOSURE ' ` - ^ -yam - J .I • �-TEMPOMAYW�PAVEMENT MARKING SCALE IN FEET z 48"x48" TAPE TYPE WIDE DOTTED LINE 0 50 1DO �p NAR14. m� JI 9 seL ��sR�Y AL L� � SURVEYED: oRAwry BY : CID DESIGN BY: DVS CHECK BY: JU) FILE PU2 CMC fILE: PU2143JJ9005-TC.tlwi CONFORMED SET _ yi�wN R rm�".n.m.ww Fm CITY OF RENTON PUBUCWORKS DEPARTMENT TRANSPORTATION DIVISION AP PRO D CONSTRUCTION BW. DATE DUVALL AVE NE TEMPORARY TRAFFIC CONTROL WORKZONEE SHEETS OF8 DMWING NO. T`'1.5 PROJECT NO. 224177904 DATE:FEDANO. 21 B.294 SHEET NO. 91 OF 9A SHEET NUMBER REVISION DESCRIPTION BY APP. DATE ROAD WORK AHEAD ' END ROAD WORK �• „- -2 "xX � �,IvAt ARpO r ARE tat DUVALL AVENUE NE— E LEFT LANE -I F p �• MUST � b. -1 TURN LEFT d S R r °. 3676" w Z u: 350' ROAD .. WORK :;� •_i' LANE ENDS AHEAD D MERGE •/ RIGHT W20-1 48"x48" W9-2 ROAD 48"x48" WORK AHEAD GENERAL NOTES: 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR GUIDANCE PURPOSES. CONTRACTOR MUST SUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC CONTROL PLANS INCLUDE: 2.1. WSDOTSTANDARD TRAFFIC CONTROL PLAN TC3: SINGLE -LANE CLOSURE FOR MULT-LANE ROADWAYS 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: DOUBLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: LEFT LAN E AN D CENTER TURN LAN E CLOSURE-5 LANEROADWAY 2.4. MUTCD FIGURE 6H-13: TEMPORARY ROAD CLOSURE(TA-13) 2.5. MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-22) 2.6. MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-23) 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES DURING CONSTRUCTION. PLACE RIGHT TURN ONLY, R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THE RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 8. PEDESTRIAN HANDLERS REQUIRED ON -SITE FOR THE DURATION OF THE PROJECT, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. LEGEND: FLAGGING STATION b TEMPORARY SIGN LOCATION ® CHANNELIZATION DEVICE ® WORK ZONE TYPE 3 BARRICADE 0 HORIZONTAL RECTANGULAR BLACK ARROW PANEL WITH YELLOW ARROW F TRAFFIC FLOW DIRECTION If R #' V ® p E O ® ® ® WORKZONE F O IF - - w x mQ ® ® ® ® ® ® ® ® ® ® ® o ® ® o o E E ® ® o o E ® ® ® o p ® ® ® ® 0 0 o L� ® ® c o �.LB� 0 0 0 0 0 20 ELI ® ® ® ® — - — E o rELI r r WORKZONE F p ,t w '^ ®®®®®®® 0 0 0 o ® o o a o 0 0 0 0 0 I� a E o®® R 0 M 0 � 0 0 0 0 0® 0 o a 9 9 IE 0 LBO _® ®'^ �'-� _ z �,��� DUVALL AVENUE NE = z y _ ROAD w, $ t - . • ^'• " 2 _ ~ Ja WORK J/ ` ,•r w �.. ,�- f..;, AHEAD f'IS i' `"+r` % ,,,�■ ` Z Zzd�' AV + NSTRUC W20-1 w 48"x48"4adiC . '.. G REVISION DFSCRIPNON SURVEYED: DRAWN BY: CID DESIGN BY: DVS CHECK BY: JU) PROJMGR: CIVIC FRE: PU2141T/9 `FC.",, W20-1 48"x48" CONFORMED SET 440 ' y vJ � AZ / r Mir L ® m — E Is EN .� ®l ® 4 L rwil ` T ui Z r LEFT LANE t� ! �` MUST ' ` TURN LEFT � R3-7 36" X36" W/B CITY OF RENTON DUVALL AVE NE TEMPORARY TRAFFIC CONTROL WORKZONE F SHEET 6 OF 8 DRAWING NO. PROJECTNO. 2141n9045 FED AID NO. DATE: FEB2021_ SHEETNO. 92 OF 94 * �r 4_44LA ?p u H w w 2 N z IFie2 Lam® so —Iff Ho9—(E l9 O ® 917 � r t = 0 o ® ® o ® ® ® ® I?0 Q 4 I � & T ® ZH IN-® 12 0 10 J�0 IB TJ IS SIN 0—% ® Ti ® or WORKZONE F ® ® l�&J EW DUVALLAVENUE NE t ROAD ki� WORK AHEAD20-1%48„ � 48 V ti Z 1 ® T E PT — Am I 225'TAPER 44 ~4 4 Ow I `�w. •. — r 2- ® ®F-o- Eq 7AHEAD Y .. yt w +. m w z F � z Z .�._®..Sol _.LB.. o__83. is E • Q FLAGGING STATION b TEMPORARY SIGN LOCATION ® CHANNELIZATION DEVICE ® WORKZONE . . . TYPE BARRICADE HORIZONTAL RECTANGULAR BLACK ARROW 0 PANEL WITH YELLOW ARROW F TRAFFIC FLOW DIRECTION LANE ENI MERGE {�R RIGHT = % t '' r 350' LEFT LANE A MUST WR3 r• TURN LEFT 3 DUVALLAVENUE NE —- >F -- _' - it': END Y ROAD WORK . GUIDANCE PURPOSES. CONTRACTOR MUST SUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC CONTROL PLANS INCLUDE: 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: SINGLE -LANE CLOSURE FOR MU LT -LANE ROADWAYS 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: DOUBLE LANE CLOSURE FOR MULTI -LANE ROADWAYS 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: LEFT LANE AND CENTER TURN LANE CLOSURE - 5 LANE ROADWAY 2.4. MUTCD FIGURE 6H-13: TEMPORARY ROAD CLOSURE(TA-13) 2.5. MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-22) 2.6. MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-23) 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES DURING CONSTRUCTION. PLACE RIGHTTURN ONLY, R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THE RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. S. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED, 8. PEDESTRIAN HANDLERS REQUIRED ON -SITE FOR THE DURATION OF THE PROJECT, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. I�yYUF .R a.. Ii ROAD WORK AHEAD fn G2`rc� tP p6Sx48" FG Q �1 Aft 48"64". ?' �r -D aD aD ,p MAR7a, {D: RAwN DMWNBY: U me i R DESIGN BY: DV3 CHECK BY: 11D "b�sesNr_°A PRO,MGR: CMC IIN'AB .u,.® FILE: PU2141T/90a.5-TCEw{.wnwmo CONFORMED SET ;m CITY OF RENTON DUVALL AVE NE PTRANSWRTATION DIVISION APP ONSTRUCTION TEMPORARY TRAFFIC CONTROL , WORKZONEF er D^T° SHEET 7 OF 8 DRAWINGNO. TC/-I PROIECTNO. 141n9 5 REDMDATE: NO. DATE: FED.2pj1 SHEET NO. 93 OF 94 NUMBER REVISION DESCRIPTION By APP. DATE GENERAL NOTES: 1. DETOUR PROVIDED FOR GUIDANCE PURPOSES. CONTRACTOR MUST SUBMITTEMPORARY TRUCK DETOUR ROUTE PLAN TO THE CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN WORKZONE A. 2. CONTRACTOR TO PROVIDE TRUCK ROUTE GUIDANCE SIG NAGS ONLY WHILE WORKZONE A PREVENTS ACCESS TO RIGHTTURN MOVEMENTS FROM SOUTHBOUND DUVALL AVE NE TO WESTBOUND NE 4TH ST. 3. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. LEGEND: B� EXISTING DESIGNATED TRUCK ROUTE PER ORDINANCE NO.5339 W ORKZONE A K TEMPORARY SIGN LOCATION F DETOUR ROUTE TRAFFIC FLOW DIRECTION 0 S00 1000 `pH"Rt�n •AAZ �� lll.VFIIO I CITY OF RENTON DUVALL AVE NE DRAWING NO. TC8 ;4 �dF DMWNBY: OD WORKS EW PROTECT NO. 2161T)9045 a Q. DBSIGN BY: DVS CONFORMED SET TRANSPORTATION DPUBUC IVISION FEOAIDNO. CHECK BY: nD APPROVE N9TRUCTIDN TEMPORARY TRAFFIC CONTROL "Eem:ai° PROI MGR: CMC"„.�°",„„w .�� �b WORKZONE A TRUCK DETOUR ROUTE DATE: SHEET NO. 94 OF 96 NUMBER REVISION DESCRIPTION BY APP. DATE 2[NA4 ya,�� NIE: PU2141JJ90 -TCdw{ ��a Bv: °ATE: SHEET OF