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Home My WebLink AboutCAG-20-065 - Duvall - Contract Provisions - Plans Set Project No.:TED4004100 Contract No.: CAG-20-065 Contract Provisions Award Amount: 5,218,171.95 Award Date: July 19,2021 — Plans Set Reed Trucking&Excavating, Inc. Award To: 2207 Inter Avenue,Suite A Puyallup,WA 98372 Duvall Avenue NE • Q' ;1 Volume 2 of 2 General Bid Information:Builders Exchange of Washington,Inc. Prepared by: (425)258-1303 Public Works Department City Contact: Flora Lee,PE,PTOE Transportation Systems Division (425)430-7303 Renton City Hall-5th Floor Consultant Contact:Cindy Clark,PE 1055 South Grady Way (253)604-6739 Renton,Washington 98057 Ap ed for Bid 4“/ GAT Y O Ci of nt Date: Approved for Construction City of Renton Date: NTO� Funded in part by the Public Works Department MORE Washington State Transportation Division DEPARTMENT OF Department of Ecology ECOLOGY State of Washington INDEX TO DRAWINGS CITY OF RENTON DWG NO. SHT NO.—SHEET TITLE GENERAL 1 NiI VICINITY MAP AND INDEX DUVALL AVENUE N E 2 LA1 LEGEND, TE , DRAINAGE GENERNL AND WATER EUTILITYNOTES ANDSPECIFICATIONS 3 LA2 SURFACE WATER DRAINAGE AND EROSION CONTROL NOTES AND SPECIFICATIONS 4 ALl ALIGNMENT PLAN-BEGIN PROJECT TO STA 903+00 5 AL2 ALIGNMENT PLAN-STA 903+00 TO END PROJECT 6 RS1 ROADWAY SECTIONS BID DOCUMENT S U B M I TTA L 7 R52 ROADWAY SECTIONS 4 8 RS4 ROADWAY SECTIONS 9 R ROADWAY SECTIONS CIVIL SECTION 3 & 10, TOWNSHIP 23 N, RANGE SE. W.W. 10 RW1 RIGHT-OF-WAY PLAN-BEGIN PROJECT 0TO END R 903+00 JECT 11 RW2 RIGHT-OF-WAY PLAN-STA 903+00 TO END PROJECT 12 SP1 SITE PREPARATION-BEGIN TO STA 894+00 13 SP2 SITE PREPARATION-STA 894+00 TO STA 903+00 14 SP3 SITE PREPARATION-STA 903+00 TO STA 913+00 15 SP4 SITE PREPARATION-STA 913+00 TO STA 923+00 \1.Y O �� 16 SPS SITE PREPARATION-STA 923+00 TO END +,= 17 RD1 PLAN AND PROFILE-BEGIN TO STA 52+20 _— 18 RD2 PLAN AND PROFILE-STA 894+00 TO STA 894+00 + 19 RD3 PLAN AND PROFILE-STA 894+00 TO STA 898+50 20 RD4 PLAN AND PROFILE-STA 898+50 TO STA 903+00 DEPARTMENT OFIPOIL ' 21 RD5 PLAN AND PROFILE-STA 903+00 TO STA 908+00 ECOLOGY ++"^+.,.d''P• 22 RD6 PLAN AND PROFILE-STA 908+00 TO STA 913+00 R N T p o 23 RD7 PLAN AND PROFILE-STA 913+00 TO 918+00 State of Washington 24 RD8 PLAN AND PROFILE-STA 918+00 TO STA 923+00 25 RD9 PLAN AND PROFILE-STA 923+00 TO END 26 RD10 CONSTRUCTION AND ROADWAY DETAILS FUNDED IN PART BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY 28 GR 28 GR 2 PLAN AND GRADING-NE 8TH PL NE CORNER 2 PLAN AND GRADING-NE 8TH ST SE AND NE CORNERS AND TRANSPORTATION IMPROVEMENT BOARD 29 GR3 PLAN AND GRADING-NE 9TH ST SE CORNER 30 GR4 PLAN AND GRADING-NE 10TH ST SW AND SE CORNERS Z�� _J ' r 32 GRS PLAN AND GRADING-NE 12TH ST NE CORNER,AND NE 12TH ST SE CORNERS 32 GR6 PLAN AND GRADING-NE 12TH ST NW CORNER �\ 33 DW1 DRIVEWAY PLANS AND PROFILES -ICJ _ 34 DW2 DRIVEWAY PLANS AND PROFILES t —}-� UNS Q 35 DW3 DRIVEWAY PLANS AND PROFILES J E5 ETBLVD z_J 36 DW4 DRIVEWAY PLANS AND PROFILES 0 37 WD1 WALL DETAILS __ © -� �` ? 38 W02 WALL DETAILS 39 WD3 WALL DETAILS :0 :ff ® 40 SD1 STORM PLAN AND PROFILE STA 891+50 TO STA 894+00 /1 41 SD2 STORM PLAN AND PROFILE-STA 894+00 TO STA 898+50 NE 12TH ST _ 42 SD3 STORM PLAN AND PROFILE-STA 898+50 TO STA 903+00 PORT A > m — 43 SD4 STORM PLAN AND PROFILE-STA 903+00 TO STA 908+00 ANGELES V i NO tK��` 44 SD4A STORM PLAN AND PROFILE-STA 903+00 TO STA 908+00 +. \ L( P•OJ ECT1 — 45 SDS STORM PLAN AND PROFILE-STA 908+00 TO STA 913+00 • 4� .1 EVER - 46 SD6 STORM PLAN AND PROFILE-STA 913+00 TO STA 918+00 o LOCATION 47 SD7 STORM PLAN AND PROFILE-STA 918+00 TO STA 923+00 TT 48 SD8 STORM PLAN AND PROFILE-STA 923+00 TO END a BRE Nfkl,1 'I roO , - CHEDULE A �' NE 1 ST 49 SD9 STORM PLAN AND PROFILE-BEGIN TO STA 52+60 Sii!LL PROJECT - 3 - ---- - 50 SD10 DRAINAGE DETAILS SEATTLE ,it•', , LOCATION 2 r 51 SD11 OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS P. J I a. 52 SD12 OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS El. IN 53 WA1 WATER PLAN-BEGIN TO STA 898+50 S P /9 7� ->I�vJ = y I NE 9TH ST 54 WA2 WATER PLAN-STA 898+50 TO STA 908+00 �► 55 WA3 WATER PLAN-STA 908+00 TO 918+80 • - SHELTON �.�` �'• .1 a D \ I - 1 z 56 WA4 WATER PLAN-STA 918+80 TO 923+00 • N rTA TA •M '',,,-..1, > 57 WAS WATER PLAN-STA 923+00 TO END �� \ a _ NE 7TH PL 58 WA6 WATER DETAILS ABERDEEN y 1 59 CH1 CHANNELIZATION&SIGNING-STA 891+50 TO STA 898+50 J ,9 OLY PIA aD � j \ w a 60 CH2 CHANNELIZATION&SIGNING-STA 898+50 TO STA 908+00 Z r j61 CH3 CHANNELIZATION&SIGNING-STA 908+00 TO STA 918+00 1 "' o 62 CH4CHANNELIZATION&SIGNING-STA 918+00 TO END o W w 63 CHS CHANNELIZATION&SIGNING-BEGIN TO STA 52+60 CENTRALIA •"' ,.I O m NE 6TH ST w 64 Phi POWER UNDERGROUNDING PLAN-NE 7TH PL TO NE 9TH ST CHEHAUS - Z Q — - �' _ 65 PU2 POWER UNDERGROUNDING PLAN-STA 916+50 TO STA 921+50 -- ' O > .. I 66 PU3 POWER UNDERGROUNDING NOTES 4� j \` p67 PU4 POWER UNDERGROUNDING DETAILS Li. '� /r z J 1 j 68 El ELECTRICAL PLAN BEGIN TO STA 898+50 ELECTRICAL PLAN STA 898+50 TO STA 908+00 ,-� -� 1 I NE 4TH ST O 70 E3 ELECTRICAL PLAN STA 908+00 TO STA 918+00 r 1 1 i 71 E4 ELECTRICAL PLAN STA 918+00 TO STA 928+50 v PROJECT - 72 ES ELECTRICAL PLAN STA 928+00 TO END AND BEGIN TO STA 52+60 KELSO 73 E6 TRAFFIC SIGNAL PLAN LOCATION 74 E7 SIGNAL POLE DETAILS-NE 12TH ST HAWK VICINITY MAP ,, 14,3R6)51 Li L_/ I 76 E9 75 E8 ELECTRICAL DETAILS NOT TO SCALE , I 77 Elf/ WIRE AND LUMINA RELIGHT POLEON SCHEDULESIALK DETAILS LANDSCAPE F '�I'`, - 78 L51 PLANTING PLAN-BEGIN PROJECT TO STA 905+50 /, - - 79 LS2 PLANTING PLAN-STA 905+50 TO STA 913+00 I I_ n lil -- 80 LS3 PLANTING PLAN-STA 913+00 TO STA 923+00 81 LS4 PLANTING PLAN-STA 923+00 TO END AND BEGIN TO STA 52+60 WATER MAIN IMPROVEMENTS 82 LS5 IRRIGATION PLAN-STA891+50TOSTA902+50 -SCHEDULE B 83 LS6 IRRIGATION PLAN-STA 902+50 TO 904+00 AND 908+50 TO 913+00 N 84 LS7 IRRIGATION PLAN-STA 913+00 TO END VICINITY MAP UNDERGROUND IMPROVEMENTS 85 LS8 LANDSCAPE-DETAILS 86 LS9 IRRIGATION-DETAILS T -SCHEDULE C NOT TO SCALE TEMPORARY TRAFFIC CONTROL 87 TCl TEMPORARY TRAFFIC CONTROL CONSTRUCTION SEQUENCING 88 TC2 TEMPORARY TRAFFIC CONTROL-WORKZONE A AND B 89 TC3 TEMPORARY TRAFFIC CONTROL-WORKZONE C 90 TC4 TEMPORARY TRAFFIC CONTROL-WORKZONE D 91 TC5 TEMPORARY TRAFFIC CONTROL-WORKZONE E 92 TC6 TEMPORARY TRAFFIC CONTROL-WORKZONE F 93 TC7 TEMPORARY TRAFFIC CONTROL-WORKZONE F 94 TC8 TEMPORARY TRAFFIC CONTROL-WORKZONE A TRUCK DETOUR ROUTE 1lAR� SURVEYED: IN1 ��a�4ppC' DRAWN BY: CJD CITY OF RENTON DUVALL AVE NE DRAWING NO. .� �. CONFORMED SET PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 U m $ DESIGN BY: CJOLLD TRANSPORTATION DIVISION FEDAID NO. CHECK BY: JLD Parametrix - APPRID'---FOR CONSTRUCTION VICINITY MAP AND INDEX DATE: FEB 2021 1019 S PROD MGR: CMC PUY LLU AVENUE GTON M. NUMB/R REVISION DESCRIPTION BY APB DtOk .57LNAL ,,,,,,,,, FILE:PU2141779045-G.dwg ..•++.•o.^ BY: _. _- DATE:?/��1 /- SHEET NO. 1 OF 94 SYMBOLS: GENERAL NOTES LI N ETYPES: 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 1-08.0(1). J.:: 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 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 TREE(CONIFER)--o a FENCE-BOARD APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION- t x- x FENCE-CHAIN LINK/METAL TREE(DECIDUOUS) 3. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988(NAVD 88),AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991(NAD 83/91)UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.REFER TO SP 1-11. CENTERLINE - I. SIGN Y i= 1 SIGNAL POLE 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 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 STREET LIGHT FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALL EASEMENT(PERMANENT) 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 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 PRIOR TO ANY EXCAVATION TO OBTAIN ON-SITE UTILITY LOCATES.POTHOLING SHOULD BE DONE AT LEAST TEN(10)WORKING DAYS IN ADVANCE OF WORK IN THE AREA.TAKE PRECAUTIONS AND CONTOUR 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 POWER VAULT INCLUDE PROVIDING TEMPORARY SUPPORT SYSTEMS AND SHORING AROUND UTILITIES DURING EXCAVATION.IF AN EXISTING PRIVATE UTILITY CONFLICTS WITH PROPOSED IMPROVEMENTS,COORDINATE THE BURIED CABLE TELEVISION 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. POWER TRANSFORMER • BURIED TELEPHONE UTILITY POLE 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS AND OTHER REQUIREMENTS BY THE CITY OF RENTON PRIOR TO STARTING CONSTRUCTION.SEE APPROVED PERMITS AND PERMIT REQUIREMENTS IN THE CONTRACT PROVISIONS. GAS •- UTILITY POLE ANCHOR 5. PRIOR TO ANY SITE CONSTRUCTION THAT INCLUDES CLEARING OR GRADING,THE SITE CONSTRUCTION OMITS SHALL BE LOCATED AND IDENTIFIED BY THE CONTRACTOR'S PROJECT SURVEYOR AND APPROVED BY - BURIED POWER TELEPHONE RISER THE CITY. TELEPHONE VAULT SANITARY SEWER 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 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 - •- SD 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 ., SURVEY CONTROL POINT SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.REFER TO SP 1-07.23 AND SP 1-10. w WATER 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 " , ' " , , ' SAWCUT LINE X 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.REFER TO SP 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 1-10,CONTRACTOR SHALL MAINTAIN A - DITCH ® STORM DRAIN MANHOLE MINIMUM OF ONE LANE OPEN IN EACH DIRECTION AT ALL TIMES ON ALL ROADS WITHIN THE PROJECT AREA. • .ROCK WALL li®( 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 TO SS 1-05.6 AND SP 1-05.4(4). -----c c- CUT LINE 0 WATER METER Al HYDRANT 10. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO FULL DEPTH PER SPECIAL PROVISION 2-02.3(4). OIL MAT STREETS MAY BE SPADE CUT.ALL SURFACE CONCRETE,PAVEMENT,SIDEWALKS,CURB, -----F F- FILL LINE GUTTERS,AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO(2)INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. H WATER VALVE I 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. 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(COR)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 VERTICAL CURVE PT POINT OF TANGENCY 14. SEGMENTS OF THE WORK MAY BE PERFORMED UNDER ELECTRICAL OVERHEAD POWER LINES.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN ASAFE MANNER AND IN ACCORDANCE WITH APPROX APPROXIMATELY EX EXISTING PVC POLYVINYL CHLORIDE ANY REQUIREMENTS SET FORTH BY THE UTILITY OWNER AND APPLICABLE LAWS AND REGULATIONS.EXISTING OVERHEAD LIGHTING AND TRAFFIC SIGNALS ARE SHOWN AS SYMBOLS THE ACTUAL EXTENTS OF AVE AVENUE FL FLOW LINE 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 CENTER LINE 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 HOPE HIGH DENSITY POLYETHYLENE S SLOPE,SOUTH ANSI/AWWA C105/A21.5-93 STANDARDS.REFER TO SP 9-30.2(6)FOR RESTRAINED JOINT PIPE AND FITTINGS. CLR 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 SANITARY SEWER 3. ALL WATER MAINS 10 INCH DIAMETER AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCH DIAMETER AND LARGER SHALL BE AT A MINIMUM 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 COR 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 WET TAPS,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 CITY NOTIFICATIONS.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 DIA 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.REFER TO SP 7-09.3(24)A. DWY DRIVEWAY NST NO STEEPER THAN VC VERTICAL CURVE E EA EAST,LASTING NU NUMBER VERT VERTICAL WATER,WEST 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 �' EACH OC ON CENTER W 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 1 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 i ECOLOGY OFF OFFSET WD WATER DISTRICT 7-09.3(23). EL,ELEV ELEVATION PAV'T PAVEMENT XMAG SET MAG NAIL EP END POINT 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 PCC POINT OF COMPOUND CURVATURE XRC SET REBAR AND CAP 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 10. ALL JOINT RESTRAINT SYSTEMS(SHACKLE RODS,NUTS,BOLTS,ETC.)SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO,OR EQUAL,APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.REFER TO SP 9-30.2(6)FOR RESTRAINED JOINT AND FITTINGS. `PI,(AN, c SURVEYED: CITY OF RENTON DUVALLAVE NE DRAWING NO. LA1 �. .-xA-1 C DRAWN BY: CID sc`" PROJECT NO. 2141779045 PUBLIC WORKS DEPARTMENT it.; I • ">.x� DESIGN BY: CID - TRANSPORTATION DIVISION LEGEND,NOTES,ABBREVIATIONS,GENERAL AND WATER UTILITY FED AID NO. CHECK BY: JLD ''Paratnetrix,`: _CONFORMED SET NOTES AND SPECIFICATIONS Aota 4 imnnnnum+ucsc.surreiw APPROVE FOR CONSTRUCTION DATE: FEB 2021 p PRO)MGR: CMC PUYALwP.WASHINGTON 9naH r / SHEET 1 OF 2 �O....ti-Js7£RF,` T.m.c"+crw F.ra ra MO APPROVE FOR 71(4/ / • SHEET NO. 2 OF 94 ti G� BY: • DATE:.I NUMBER REVISION DESCRIPTION -. BY -AP-P. _ DATE - tyYa �' a,,,,,,,,, FILE:PU2141779045-G.dwg .-•+w^•••+rom•• j SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS: EROSION CONTROL NOTES: 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER 1. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT DESIGN MANUAL(RENTON SWDM),RENTON MUNICIPAL CODE(RMC),AND THE STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND MUNICIPAL CONSTRUCTION CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 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 BE AT NO ADDITIONAL COST TO THE CITY. 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 2. APPROVAL OF THE ROAD,GRADING,PARKING,BUILDING,AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION(E.G.WATER,SEWER, TO THE START OF CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED.THE CLEARING LIMITS SHALL BE MAINTAINED 4 GAS,ELECTRICAL.ETC.).PLANS FOR STRUCTURES SUCH AS BRIDGES,VAULTS,AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. CONSTRUCTION.THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS.ANY DEVIATION FROM THE APPROVED PLANS 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES,SUCH - WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 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 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 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 CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS.IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS,ALL TRENCH BACKFILL SHALL BE FIRM AND CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY.FLUSHING OF STREETS WITH WATER WILL NOT BE ALLOWED. UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92%OF MAXIMUM DRY DENSITY. 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 4. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED TO STORM DRAINS OR OPEN DITCHES.ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. PLANS.ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. S. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, 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 DRAINAGE SYSTEMS AND ADJACENT PROPERTIES.ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS BY THE CITY,THE EXISTING MANHOLES,CATCH BASINS,OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 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 6. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO,OR IN CONJUNCTION WITH,ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE THE APPLICANT. APPROVED BY THE CITY. 6. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 7. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARDSP 7, THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS.AS CONSTRUCTION PROGRESSES AND UNEXPECTED AS WELLA AS PLACEMENTN FOR ROAD AND OMPBRIDAE ION OF REQUIRE THIS SHALL MINATERIAL L NECESSARY M GRADLING SO THE TRENCH E BOTTOM OR THE TOP OF THEWILL FOUNDATIONBE SUPPORTEDONA MATERIAL, OR SEASONAL CONDITIONS DICTATE,THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE FILTRATION CONTROL ON THE PROPOSED SITE. AS WELL AND COMPACTION OF REQUIRED BEDDING MATERIAL BE UNIFORM GRADE THAT THEENTIRE LENGTH OF THE PIPE BE ON A 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 UNIFORMLY DENSE,UNYIELDING BASE.ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00,220.10,AND 20. 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 8. STEEL PIPE SHALL BE ALUMINIZED,OR GALVANIZED WITH ASPHALT TREATMENT 1,2,OR 5 INSIDE AND OUTSIDE. RECEIVING DRAINAGE SYSTEM. 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, 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 204.20,204.30,AND 204.50.STRUCTURES SHALL HAVE FACILITIES. RECTANGULAR OR ROUND,SOLID LIDS WHEN NOT COLLECTING RUNOFF,AND OUTSIDE OF THE ROADWAY. 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 ROUND,SOLID LIDS WHEN NOTGTHE COLLECTING RUNOFF,AND LOCATED T PUWIBLIC RIGHT-N THE ROADWAY,ORBUN OUTSIDE EASEMENT TOE CTHE/GUTPRIER LINE. DEPARTMENT OF ECOLOGY REQUIREMENTS,WASTEWATER FROM CEMENT CONCRETE MASONRY,OR ASPHALT CONCRETE CUTTING,OR POURING OPERATIONS SHALL NOT BE DISCHARGED ROUND,SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC OF-WAY IN AN THE CITY.PRIVATE STRUCTURE LIDS OUTSIDE INTO STORM DRAINAGE SYSTEMS OR SURFACE WATERS.IMPERVIOUS SURFACES CONTAMINATED WITH SEDIMENT FROM GRIT AND CUTTING,PLANING OR PULVERIZING OPERATIONS SHALL PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. BE VACUUM-CLEANED TO PREVENT CONTAMINANTS FROM ENTERING THE STORM DRAINAGE SYSTEM OR SURFACE WATERS. 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 10. ANY AREAS OF EXPOSED SOILS,INCLUDING ROADWAY EMBANKMENTS,THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON(OCTOBER 1ST THROUGH APRIL 30TH)OR SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES,UNLESS OTHERWISE SHOWN.• 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, 11. STORM SEWER LENGTHS ARE MEASURED BETWEEN CENTERS OF MANHOLES AND CATCH BASINS UNLESS OTHERWISE NOTED. PLASTIC COVERING,ETC.)IN CONFORMANCE WITH APPENDIX 0 OF THE RENTON SWDM. 1 12. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY 11. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH,UNLESS OTHERWISE APPROVED BY THE CITY. TO THE BOTTOM OF THE DITCH. 12. ANY AREA NEEDING ADDITIONAL ESC MEASURES,NOT REQUIRING IMMEDIATE ATTENTION,SHALL BE ADDRESSED WITHIN SEVEN(7)DAYS. a 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 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 SHALL MEET THE FOLLOWING SPECIFICATIONS: MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 4-8INCH ROCK/40-70%PASSING; L-S THAN INCH ROCK/30- K/ 0P-20% ;AND 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 LESS 2 INCH ROCK/10-20%PASSING- IIAND 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 14. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE,UNLESS APPROVED BY THE CITY.FOOTING DRAINS SHALL NOT RECONNECTED TO ON-SITE BMPS. 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. • 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 THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 16. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE 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 CAPACITY.IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE,THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT CITY PRIOR TO CONSTRUCTION. THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. ' 17. ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED(PUBLIC AND PRIVATE)STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING 17. AREAS DESIGNATED ON THE PLAN(S)CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS(AMENDED SOILS,BIORETENTION,PERMEABLE PAVEMENT,ETC.)SHALL BE CLEARLY 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, FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. GUTTERS AND/OR PAVEMENT. 18. PRIOR TO THE BEGINNING OF THE WET SEASON(OCTOBER 1ST),ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR 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 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 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. AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. ' 19. FOR ALL DISTURBED PERVIOUS AREAS(COMPACTED,GRADED,LANDSCAPED,ETC.)OF THE DEVELOPMENT SITE,TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER 19. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE,THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE,ALL ESC BMPS SHALL BE STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 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 20. PLACEMENT OF SURFACE APPURTENANCES(CATCH BASIN/MANHOLE LIDS,CLEANOUTS,INLETS,ETC.)IN THE STREET TRAVEL LANE WHEEL PATH,INTERSECTIONS OF SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL.MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. STREET TRAVEL LANES,BIKE LANES,SIDEWALKS,AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE.ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR 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 CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS.• 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 21. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS.PRIVATE SYSTEMS SHALL-BE MAINTAINED BY THE APPLICANT. - - WITH_THEINTERNATIONAL-BUILDING CODE. ---- 22. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 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 COR 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 f PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES.COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO 22. NEW STORM DRAINAGE PIPES MAY ONLY BE PLACED INTO SERVICE FOLLOWING TESTING AND ACCEPTANCE BY THE CITY. - CONSTRUCTION APPROVAL OF THE PAVEMENT.COMPLIANCE MAY BE 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 1,000 SQUARE FEET OF PERMEABLE PAVEMENT.IF THIS TESTIS NOT CONCLUSIVE,THEN I ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED.FOR LARGE AREAS(E.G.,PARKING AREAS),TESTING OBSERVATION MAY BE 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 C1781. • �k,MA .. ,. DRAWNSURVEYeo: _ DUVALL AVE NE DRAWING NO. S��oF V' fi f� - BY: MEK CITY OF RENTON LA2 i PROJECT NO. 2141779045 PUBLIC WORKS DEPARTMENT o m • $, DESIGN BY: MEK "" +. TRANSPORTATION DIVISION SURFACE WATER DRAINAGE AND EROSION CONTROL NOTES FED AID NO. CHECK BY: t•-Para-Met z- CONFORMED SET ek APPROVED FOR CONSTRUCTION AND SPECIFICATIONS DATE: fE8,2021 �BUl6 0 100 MlH AVENUE U.E.SURF MI 1 SHEET 2 OF 2 / � RF�1 JBgyo``�' PRO!MGR: CMC r°zs> sswoo F�:rnanso.srnv< fir'4.2. / 1ONALE ' „",w FILE:PIJ7141779D4S-G.dw T.253 �� BY:'%�"PA-` DATE:4.71 .L.�"t SHEET NO. 3 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE .�'' ,. 8 _....__.-_..._._.---------- HORIZONTAL DATUM: DUVALL AVENUE NE DUVALL AVENUE NE - I HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(91) LINE ID LENGTH LINE/CHORD DIRECTION CURVE ID LENGTH RADIUS DELTA BASED ON PUBLISHED INFORMATION FROM CITY OF RENTON,POINT DESIGNATIONS 1845 AND 1848. I I Li 600.00' NO"01'00"E C1 195.73' 1599.00' 7°00'48" - - --- - PROJECTION IS WASHINGTON STATE PLANE NORTH L2 481.50' NO"00'02W" C2 195.10' 1594.40' 7'00'40" ZONE,U.S.SURVEY FEET -' L3 214.75' N7°00'46"E C3 101.24' 1602.50' 3°37'11" i POINT DESIGNATION 1845 DWY AT 4TH STA 0+70.00 N 181206.10 I L4 710.92' NO'00'03"W NORTHING:186170.72 EASTING:1316637.83 w I E 1313264.91 I LS 10.08' NS°40'46"W DRIVEWAYS POINT DESIGNATION 1848 \ O 1 L6 190.00' NO°00'52"E NORTHING:183691.45 \ --I. LINE ID ALIGNMENT NAME LENGTH LINE/CHORD DIRECTION EASTING:1311377.41 v L7 458.29' , NO°04'37"E DUVALL AVENUE NE r CONSTRUCTION CENTERLINE S L8 641.71' NO°00'52"E L15 DWY AT 4TH 70.00' N89°59'00"W VERTICAL DATUM: ----.._....__.__-.._.................._.__._..... - ---.- Li6 PRIVATE DWY 55.00' S89°59'08"E VERTICAL DATUM IS NAVD88 BASED ON PUBLISHED 50+00 51+00 52+00 53+00 Ll 54+00 55+00 56+00 a L9 56.49' I N2°07'03"W - ,_.. .._.._-............ .... ........... .... ................�_.. _... .._....._I._-- - -i-'--- - I I + - INFORMATION FROM CITY OF RENTON,POINT c O -- L17 CHURCH DWYS 75.00' N89°59'15"W DESIGNATION 1848 BEGIN PROJECT + D LINE EP STA 56+00.07 0 w L10 412.92' Nl°19'44"E N:181601.81 CaL18 CHURCH DWY N 80.00' N89°59'08"W \\___ BP STA 50+00-00o E:1313335.03 w Lll 158.11' N4°56'55"E 57.50 N88"40'16"W DGAT48 N:181001.81 w L19 GROCERY BACK DWY ' ELEVATION:POINTESI 41N1.28 ION 18 E:1313334.85 - N L12 95.68' N6°26'25"E .----------- ---D-UNE STA 52+04.26= - - L20 GROCERY DWY S 70.00' N88°40'16"W PROJECT CONTROL I DWY AT 4TH STA 0+00.00 113 211.78' N4°57'04"E N 181206.08 I L21 GROCERY DWY N 69.99' N85"03'05"W PT# NORTHING: EASTING ELEV .DESC I E 1313334.91 I - - '- -- 1051 .185736.52 1313366.97 429.14 XMAG ' I 1057 :187146.35 .1313421.82 406.38,--;XRC,,,.. 10561184998.33 1313293.28437.81 FMON C 10713185353.57 1313293.38 436-86 FMON AN :11284 186145.50 .1313235.55'423.42 XPK SCALE IN FEET \ 0 50 100 ' \ `\ O PC STA 893+18.64 \ \N. N;183637.76 v \ \ E:1313286.19 \ I I\ >i / i \ rsI ao � , II\ �' w , I I I. Iz I I ...._i J__` / I I PC STA 897+29.11 PT STA 899+24.21 \ I-- �-� `-_ __ i - N:184046-14 1 f :4 : = in 888+37 889+00 890+00 L2 891+00 892+00 893+00 Cl 894+00 --I w DUVALL AVENUE NE C-LINE @ _ 896+pp L3 w 1 - -+ o' > - 897+00 O -_4_- 898+00 C2 899+DO % 900+00 901+00 902+00 90 m w BP STA 888+37.14 I I F- j I / -1 _ a • E:1313286.20 I w ___ -__\ 1 I // I 1 w z I - I PT STA 845+14.36 \ / z / E:1313298183833.00.1 L CONSTRUCTION CENTERLINE I I = I I Lc) U I I I I a I I w I I 1 , - - -- - HF z -I I i i r__________I 2 H I I I 1 r .,,. 4) PLAN SCALE IN FEET 0 50 100 M. KF SURVEYED: DUVALL AVE NE DRAWING NO. e -01 31q, %,, DRAWN BY: KMB CITY OF RENTON AL1 �� - CONFORMED SET PROJECT NO. 214177904E - DESIGN BY: DVS n - ; - PUBLIC WORKS DEPARTMENT ' 7 1"arametrix_ '-, TRANSPORTATION DIVISION FED AID NO. -� / CHECK BY: JLD DATE: .. - "-A. •- M 1 """""""""""' APPROVED FOR CONSTRUCTION ALIGNMENT NT PLAN "�ee�_°%rye PROJ MGR: CMC IDt0]°TN AVENUE 5E.SURFln BEGIN PROJECT TO STA903+00 AE: FEB2021 gr6610„ VUYAIIUV nn)InUGIJn Ytl'Jfn /, iq s I''263.6600Fu�6w Ern � ��, ,. SHEET NO. 4 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE Nn�.Jµo FILE:PU2141779045-AL.dwg ( BY:<�•%'j DATE: fl SHEET 1 OF 2 I I I I I _ I I i I I I I I I xi- cm I 1 I I o I I I i I I W 1 I LU z 1 1 1 I I I I. 1 1 1 I I N II I1LU PTiF10561 I PT#10713 W llJ Ci. L5 . O p M+00 14 904+00 905+00 906+00 907+90 L6 908+00 909+00 910+00 911+00 L7 912+00 913+00 914+00 91 L+n - ._.. -i ----..__ 1_. _...---.--i +-_. _.. _._.-� -I -t I- I - - -I O+ I- + - i - i-I Ch Q C-LIINE DUVALL AVENUE NE PI STA912+93.50 J o, N:185609.99 I- N E:1313335.95 l en z �- -�- �- ,- z 2 ' PI STA 906+45.21 PI STA 908+35.21 / I ' _ H PI STA 906+35.13 ti N:184961.71 N:185151.71 / I i I I I- Q N:184951.68 E:1313335.29 E:1313335.34 \-- I I ~ E:1313336.29 i I // I I I PT#1051 < I I I / CONSTRUCTION f / / CENTERLINE Oe PLAN ( ( SCALE IN FEET 4 1 0 50 100 I I I I I I I I t 1 I PT#11284 I I I I I 1 1 CHURCH DWY N STA 0+80.00 CHURCH DWY S STA 0+75.00- I \ N 186202.22 GROCERY DWY S STA 0+70.00 W I N 313261.08 E 1313256.10 GROCERY BACK DWY STA 0+57.50 1 E 1313261.08 N 186461.63 N 1866 6 9.03 -GROCERY DWY N STA 0+69.99 I E 1313280.07 1 r E 1313272.38 / N 186967.50 CO I I ±� co+ I I I i' E 1313291-49 W I I I -- _ -�� ; "' PI STA 927+59.65 W PI STA 919+35.21 c - L/1 - T J N:186251.70 --- --- o+ - -N:187074.63 o J` °�° I E:1313336.11 �I ® I a --_--�I TI1 : -- �` E:1313373.52/� j+00 Lg 916+00 917+00 91 +00 0 19+00 L9 920+00 L10 921+00 0 922+00 0l r .� -+ �.. - ;_ ...._...._ r. 923+00 ..._ 924+00 JI - � rn C LIINE o o - F .._.-r C3.. .._.-_ __ DUVALL AVENUE NE to 0 1 N �'o o IT i I i o 927+pp L12 ..._ 928+00 L13 929+00 CLINE STA 916+85.45= J r I PC STA 924+04.62 -`-- - ° = PRIVATE OWY STA 0+pp.00 J C-LINE STA 921+43 89= U CLINE STA 917+96.21= PI STA 919+91.70 PT$TA 925+05.86 I-- GROCERY BACK DWY STA 0+00.00 N.186720.96 _ N 186001.94 CHURCH DWY S STA 0+00.00 1 N:186308.15 , E:1313343.60 N:186822.03 __ Q E 1313336.05 I N 186460.30 I __ N 186112.71 E_:131_3.334.03 E:1313349.15 E 1313336.08 I E 1313337.56 CONSTRUCTION I PI STA 9Z6+b3.97 \x/ PRIVATE DWY STA 0+55.00 C-LINE STA 923+51.05= _( GROCERY DWY S STA 0+00.00 CENTERLINE L N:186979.56 PT#1057 END PROJECT N 186001.93 C-LINE STA 918+85.71= CLINE STA 926+45.81= E:1313362.78 E 1313391.05 CHURCH DWY N STA 0+00.00 N 186667.41 GROCERY DWY N STA 0+00-00 EP STA 929+71.43 , I N 186202.20 I E 1313342 36 N 186961.47 1 N:187285.62 j 1 E 1313336.10 I E 131336122 I E:1313391.79 I I PLAN I - ''' '?=1 41) 1 I SCALE IN FEET 0 50 100 M ..KF"' SURVEYED: DUVALL AVE NE DRAWING NO. ' �E°oe"sB % DRAWN BY: EMS CITY OF RENTON AL2 �y � ' CONFORMED SET PUBLIC WORKSDEPARI"MENT PROJECT NO. 2141779045 DESIGN BY: DVS �j �` '1;l�Irl�II1 etruX. �c�. TRANSPORTATION DIVISION CHECK BY: JLD ALIGNMENT PLAN FED AID NO. I < y. APPROVED OR CONSTRUCTION +o+v vvni AVENUE se suite Too DATE 5679), PROIMGR: CMC 1019JY,„.VENUES 51J1TEza r STA 903+00 TO END PROJECT FEazou Cf l f/ //)/ SHEET 2 OF2 SHEET NO. 5 OF,94 tONAI IPNO S i l?»dN M/JU F t»UN 6>99 T„` ._...____. DQTE:7��,,t✓.�!y NUMBER REVISION DESCRIPTION BY APP. DATE FILE:PU2141779045-ALdwg ws•••waV ., BY: :cit/.�.1 `v �'�� ti ,l• EX C E 41' • EX NOTES: R/W_ 43' _ VARIES 11' 11' 11' T TURN LANE 11' 11' 5'. 6' 1'. O CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD. _ r EXISTING �5.0'TO5.2'� • - I TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE BIKE LANE SIDEWALK PLAN 101. SIDEWALK BIKE LANE I I 1 • " 0CAST-IN-PLACE CEMENT CONC.WALL AS REQUIRED,SEE I \ O4 LN;1`I DETAIL SHEET WD1 AND RD SHEETS FOR LIMITS. 1.5% �S S. � — 2_0%. 00 CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101. — — T 11'MEDIAN Pei 12 0 • 1 •H:IV HMA. .... 12 3 I EX HMA PAVEMENT 2"OVERLAY '4.O 1 wp oo.,�.y,�.Whirr r�wwfa o _ 06". 4 8 O 5O CRUSHED SURFACING TOP COURSE. 7 W'4'4'v'�`Jr i'1�i��i�i,Hb°.�`:4441�. I STA 891+94 TO STA 893+69 i�',o�.,.�`''h't`o J"�°�4S�bi�r'tot4`0 06" STA 897+30 TO STA 879+70 0 COMPACTED SUBGRADE. 4444WA44 aa..+�J EX HMA PAVEMENT -- EX HMA PAVEMENT STA 899+30 TO STA 899+53 . 1 0- STA 895+08 TO STA 898+03 13 6' 0 SEE LANDSCAPE PLANS. OI SIDEWALK tx5,c ZH:1� Og PROTECT EXISTING CURB AND GUTTER TO REMAIN. 1.5% • O 0 CEMENT CONC.SIDEWALK PER COR STD.PLAN 102. *-Ccwt'e :470 10 THICKENED EDGE,SEE DETAIL SHEET RD10. • DUVALL AVE STA 891+94 TO STA 899+53 O6 STA 893+69 TO STA 897+30 11 RECYCLED ASPHALT PAVEMENT. SECTION STA 897+70 TO STA 899+30 NO SCALE TYP 12 MODIFIED CONCRETE EXTRUDED CURB TYPE 6.SEE DETAIL SHEET RD10. 13 SAWCUT. EX C-LINE EX C. R/W 43 41 R/W r. VARIES 5.0'TO 5.2'� 11' 11' .. .._. 11 . ...__TURN LANE ............ 11' 11'..... 5' — 6 1 EXISTING �BIKE LANE TRAVEL LANE TRAVEL LANE I TRAVEL LANE TRAVEL LANE BIKE LANE SIDEWALK .;. SIDEWALK I EX HMA PAVEMENT 0 4 y ,,� ,r 12 11'MEDIAN 12 Alsr4H•2V STA 900+43 TO STA 903+26 — ` ' EX HMA PAVEMENT 0 2"OVERLAY_ 6„I .' 4 • 1' 0 5 , ,,:44 4; 1 y T n*te sb b 5�y O 6" STA 900+43 TO STA 900+95 SIDEWALK O " t.;11 o� a %b%�y,��`' ' 13 STA 901+75 TO STA 903+15 1 BIKE LANE 13 �4U a aaa aoa! ... 08„ 14,s- . Q STA 902+12 TO STA 903+96 . . O 4 STA 905+15 TO STA 905+96 2 '• 0 I cisI T ' *V fi .y „ V 0 2"OVERLAY 1 O 8„ q 6' - d 0... 4"0 ;:..60, SIDEWALK 19 51�N. I O STA 903+26 TO STA 903+61 O• 13% .1 I STA 904+22 TO STA 905+36 I I STA 905+66 TO STA 905+96 O 4'O I 0.5' MST2y IV SIDEWALK BIKE LANE 5' I_ 5' STA 900+95 TO STA 901+75 • i O4" 2' 13 STA 903+15 TO STA 905+15 1.5% •2.0%: I 8" DUVALL AVE STA 900+43 TO STA 905+96 4" 40 2"OVERLAY I O O 6, O SECTION > B • 1 STA 903+61 TO STA 904+22 01 NO SCALE TYP 0.5' 0.5— 5' I' 5' • _ I SIDEWALK^ —BIKE LANE I NSr O4` I 13 I 2y j� 5 _2,' 1-5% 2.0%_ O O 2"OVERLAY 6„ 0 4 O STA 905+36 TO STA 905+66 _f�P�J!4. SURVEYED: DUVALL AVE NE DRAWING NO. RS1 y`,t oY xA$y� Pse _ DRAWN BY; CID CITY OF RENTON y2 A� � �r. I PROJECT NO. 2141779045 y>.,y o\'7: DESIGN BY; DVS PUBLIC WORKS DEPARTMENT �v CONFORMED SET TRANSPORTATION DIVISION , J', CHECK BY: JLD ROADWAY SECTIONS FED AID NO. Same 4 + S.41AVENUESE.SUREIWI APPR¢VEU,fORCONSTRUCTION SHEET 1 OF 4 ty'IX/// DATE: FEB 2021 ?p k£c go PROD MGR: CMC FINALLIIF,WASHINGTON Pena +NE,,Sl l_,4FE�NG�.l' T 25140 600 F..3 SUabT99 __. DATE:-)1114 ( SHEET NO. 6 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE .•t,� wx.„,,,, FILE:PU2141779045-RS.dwg w^" ......a°^ BY., _ NOTES: O CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD. C-LINE EX EX 1 PLAN 101. • R/W 42'"" 42 R/W OZ CAST-IN-PLACE CEMENT CONC.WALLAS REQUIRED,SEE DETAIL SHEET WD1 AND RD SHEETS FOR LIMITS, EXISTING ROAD . VARIES>_5' 11' 11' 11' TURN LANE_ 11' 11' VARIES 2 5' EXISTING ROAD i BIKE LANE TRAVEL LANE �. TRAVEL LANE _^ I '+ TRAVEL LANE TRAVEL LANE BIKE LANE-73 CEMENT CONC PEDESTRIAN CURB PER CUR STD PLAN 101. 5.5' , 5.5' I VARIES VARIES I 4 HMA. APPROX APPROX • 2.0+ 3.2% l 9_2_p% SO CRUSHED SURFACING TOP COURSE. --/-- -------------- - 6 COMPACTED SUBGRADE. 8 O4 ISTA 906+22 TO STA 906+41 O SEE LANDSCAPE PLANS. STA 906+18 TO STA 906+5?t I O I 0PROTECT EXISTING CURB AND GUTTER TO REMAIN. 2'O I 5 _VARIES>_ S' _ 5' 3.5' _ VARIES 5° BIKE LAN EXISTING 9 CEMENT CONC.SIDEWALK PER CDR STD.PLAN 102. 11 SIDEWALK I 8EXISTING EXISTING 1 BIKE LANE THICKENED EDGE,SEE DETAIL SHEET RD10. I SIDEWALK RTIFICIAL I I ' TURF I I 11 RECYCLED ASPHALT PAVEMENT. STRIP T——----- 0MODIFIED CONCRETE EXTRUDED CURB TYPE 6.SEE DETAIL _ __ `-� e I SHEET RD10. > gO.._. �{- I 1 I MAT I H EX O 0SAWCUT. STA 906+53 TO STA 908+35 MATCH LX STA 906+88 TO STA 908+35 1. 0.5' 5' VARIES S'TO 6.5' 1' S' i- 5' - ~BIKE LAND SIDEWALK _ _ SIDEWALK�' BIKE LANE I O 04" � 2 1 19 _ 1.5% }ASS 7- iYST2yIV 1.5--,-- 2 0% N�4H h„,t.c.. DUVALL AVE STA 905+96 TO STA 908+35 • 6 .4" 4. g MATCH EX SECTION (7)6". O O 4'O •-.•8 O NO SCALE � STA 906+41 TO STA 906+88 O 6OSTA 905+96 TO STA 906+00 EX C-LINE EX /W R/W .. .. . ._. ...... ......... .... 42.5' , .. ., . . ., . .......... R 5' 11' 11' 11' TURN LANE 11' 11' VARIES _ 5' BIKE LANE TRAVEL LANE TRAVEL LANE I TRAVEL LANE TRAVEL LANE BIKE LANE EXISTING I SIDEWALK I VARIES N ( 5.5' S.5' APPROX ST Zk.IV • 3.0% 2.0% NSj 4N""1V L =-- �\ • g"O O MATCH EX 4"OR6"0 20, O 5.,11 DUVALL AVE STA 908+35 TO 909+12 SECTION n NO SCALE TYP i �t��ott n�;Eo DRAWNEo: CITY OF RENTON DUVALL AVE NE DRAWING NO. RS2 s$. 45, i-- i f BY: OD v m • oz.A DESIGN BY: DVS , ' PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 IBC ,.,rarametriic , - CONFORMED SET TRANSPORTATION DIVISION 1 CHECK BY: 1LD FED AID NO. / ` '-- - - APPROVED FOR CONSTRUCTION ROADWAY SECTIONS :uorE/4 101039iNAVE 1E SE.SUITE 100 DATE- FEB 2021 '.F Rftis-rsq', W PROD MGR; CIVIC P"ruuiP.wO..K4000ra ( . SHEET 2 OF 4 NUMBER REVISION DESCRIPTION BY APP. DATE FS, CRAL'F'7� h,..,,, FILE:PU2141779045-RS.dwg r25100111000`r coa eggs BY. %'-j71 ) DATE:71 f++`r` SHEET NO. 7 OF 94 t:r[4 EX C-LINE Ex NOTES: R/W 42.5' 41.5'.„ .,. O CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. i 5�...........�.r ._..._... .. 11' �.,�............ ..... 11' _.11' 11' ...�,. _ _11'. .. .... .� 5' _ _ 5' I O CAST-IN-PLACE CEMENT CONC.WALL ASREO.UIRED,SEE I BIKE LANE TRAVEL LANE TRAVEL LANE MEDIAN TRAVEL LANE TRAVEL LANE BIKE LANE EXISTINGI DETAIL SHEET WDl AND RD SHEETS FOR LIMITS. I VARIES11 SIDEWALK 1.5%-2.3% 0 CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101. O 12 STA 909+12 TO STA 912+94 O 1 12 2% 4 HMA. N I Sr2,1IV 3.0% STA 912+94 TO STA 915+80 E SURFACING,pr >• � v'o j`-*Z.°oc1� r. �z I 0 CRUSH D RFACIN . L — --�— — _— _— — viY,-,,,,y:,:E-,,,,,,,.�.••,“,-.r .. �� oJQ\• --..--,-,-,...�.,,,,te..........w.!1.,,S:R.3 vrrdrvri"wv.::: . —_—_ tS5-(4N _ — —_--— —_— — .D:'.ti.:✓.✓tS:*x3:S3ti:.' ..d.. ... ..� .il. `�i`Y 4 Sli��i8...•........-.. .,. ., v. ... ,, ..!wwiaw`.o9's_�i�:T.37� a•.SI- 6 v4`; '�"'..:y��,.wv .. .._ ..,...,.... `\��'.'�'�1:'�k4yc"YY�� .. .. r.�.., �� .. .. <�. � O COMPACiEDSUBGRADE. O 8 O MATCH EX"` I 0 SEE LANDSCAPE PLANS. 8 O O6 STA 909+12 TO STA 912+941 2'O I 0PROTECT EXISTING CURB AND GUTTER TO REMAIN. 4' OR6"O O 5 5"11 0 Sn 11 4" SIDEWALK 1 0 CEMENT CONC.SIDEWALK PER COR STD.PLAN 102. O1.5% NST 2N1v 0THICKENED EDGE,SEE DETAIL SHEET RD10. 0 11 4 a ... AiSr RECYCLED ASPHALT PAVEMENT. rattrZtg ,5 I `,400 0 12 ODET MODIFIED C.CONCRETE EXTRUDED CURB TYPE 6.SEE DETAIL STA 912+94 TO STA 913+04 SAWCUT. �, 4 7 SIDEWALK NS11N1\i 0 DUVALL AVE STA 909+12 TO STA 915+80 . 13 1.5% SECTION O '� • � • 2 NO SCALE TYP 0 4",- © 0 5 I ISTA 913+04 TO STA 914+27 STA 914+43 TO STA 915+80 4.__._.►SIDEWALK: N5C 2N1v i 1.5% it' ... 0 a 0 . 4.y S STA 914+27 TO STA 914+43 O - EX C-LINE 6 EX 4. R/W 42.5' 41,5' R/W •. r I 5' 11' 11' ►.r 11...............TURN LANE 11' .,. 11' — ►S' 5' 1' i • I BIKE LANE �. TRAVEL LANE TRAVEL LANE I TRAVEL LANE TRAVEL LANE BIKE LANE SIDEWALK I I 9 4" I NSAZN.I O 2.0% 5:5 55' 2.0% 0O 1.5% NSI.1.;. i ��ANc1� _ - - --- -- NS V 8" 0 04" ISTA 918+78 TO STA 919+11 STA 919+31 TO STA 919+34 2' O4 5 4"OR 6'0 04' • —SIDEWALK► NSA-IAA-1- I 5"11 0 1.5% I 0 4" STA 915+80 TO STA 916+27 DUVALL AVE STA 915+80 TO STA 919+34 STA 916+43 TO STA 918+27 I STA 918+43 TO STA 918+78 SECTION /7. 1 I STA 919+11 TO STA 919+31 NO SCALE TYP _ 4' 4' TO ZN;1V SIDEWALK' N S 1 0 ' 1.5% 40 • TBBU 1 4"0 O 4" 1 5 STA 916+27 TO STA916+43 0 STA 918+27 TO STA 918+43 *dA$t4, SURVEYED: �>\,OE W`�54'�C'� - DRAWN BY: UD CITY OF RENTON DUVALL AVE NE DRAWING NO RS3 , PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 Do- .2 DESIGN BY: DVS, FED AID NO. Y " CONFORMED SET TRANSPORTATION DIVISION J . CHECK BY: JLD '-�afalTlet�IX= ROADWAY SECTIONS 39010 e- ioiaamm�ver.ue se.suite im APPROVr.FOR CONSTRUCTION ;/ '� 4, ��/ PRO)MGR: CMC SHEET 3 OF 4 DATE: fE62021 '�iSiE4 curnuua,wasnn+crar+vw�a (/ f j v SHEET NO. 8 OF 94 ,� /�r r.zs�anaaemrzcim+e `.rtd I SS0,70-.V. FILE:PU2141779045.RS.dwg rv.:, .:: BY:,.,/s..4, DATE: NUMBER REVISION DESCRIPTION BY APP. DATE �4 m,.w>� / . NOTES: O CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD. EX C-LINE EX 1 PLAN 101. R/W VARIES 39S'TO 42.0' VARIES 44.5'TO 52.5' R/W EE _ . ....._... ...... W O CAST W PLACE CEMENT CONC.WALLAS REQUIRED 5 1 DETAIL SHEET WD1 AND RD SHEETS FOR LIMITS. EXISTING ROAD 4' 11'_._,___. 11' __ _. _ 11' 11'. . .,_ _-, �. _...._ 11' 5' EXISTING ROAD 'I O CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101. TTRAVEL LANE TRAVEL LANE TURN LANE ! TRAVEL LANE TRAVEL LANE BIKE LANE I O4 HMA. I OS CRUSHED SURFACING TOP COURSE. VARIES I O COMPACTED SUBGRADE. I MATCH EX 5.5' 5.5' AP R X MATCH EX 2.0% I 0 SEE LANDSCAPE PLANS. I - -------------- g PROTECT EXISTING CURB AND GUTTER TO REMAIN. ' '' 8„ 0CEMENT CONC.SIDEWALK PER COR STD.PLAN 102. STA 919+34 TO STA 919+70 O STA 919+56 TO STA 919+78 1 qp THICKENED EDGE,SEE DETAIL SHEET RD10. ! 0.5' I I 2' SO S 11 RECYCLED ASPHALT PAVEMENT. L.1' ' i 5' SIDEWALK~ r BIKE LANE 5 11 12 MODIFIED CONCRETE EXTRUDED CURB TYPE 6.SEE DETAIL 6' r O SHEET RD10. z O EXISTING �Sr k 1.5% I I SIDEWALK 13 SAWCUT. I�, I • 4°O MATCH EX 14„O I I ,- I 4O -1G\ 6 ..—J STA 919+78 TO STA 927+59 STA 919+70 TO STA 921+85 STA 923+06 TO STA 927+59 I - I • 0.5' , 5, 1_1 5' .. r I SIDEWALK BIKE LANE—I ._ O1.5% rap��e� DUVALL AVE STA 919+34 TO STA 927+59 ,C'a!m}ss! aH v e �" w° ° ��! I SECTION a�1 1 0 • I 5"O NO SCALE TYP 5"O 4O 0 l0 STA 921+85 TO STA 923+06 EX VARIES D-LINE R/ 48.5'TO 48.6' VARIES 2'— 31.0'TO 31.4' . � 0.5' I 1' VARIES 1 O_ LANE — MATCH EX PAVEMENT I MIN 5.5' I I Ir 1S% 3.0% 0 — _— --I QN:1J . I, I 2"OVERLAY O 1 O 40 8'O DUVALL AVE STA 50+83 TO STA 52+26 6' SECTION �1 4' ) 0 NO SCALE TYP MAR) SURVEYED: RS4 z,�P g . 4,C CITY OF RENTON DUVALL AVE NE DRAWING NO. ,C, oYJi — DRAWN SURVEYED:, UD �$,e O A} PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 u 7. x CHECK BY: DVS °• TRANSPORTATION DIVISION _I?arametrz CONFORMED SET FED AID NO. A CHECK BY: nD ROADWAY SECTIONS 3sote 0 ,ms asru AVENUE SE,SURE 100 APPROVED FOR CONSTRUCTION o `° PROD MGR: CMC PUYAUVP,wAss+wcroN SM. /� t SHEET 4 OF 4 DATE: FEB 2021 �O.�,RJ'q_s�en� �~ BY:�'� ✓r -7/'a ' SHEET NO. 9 OF 94 zs cw seta P 3soa'''' NUMBER REVISION DESCRIPTION BY APP. DATE 7 u•F'' ,,,,,,,m„ FILE:PU2141779045-RS.dwg P=P^ moo. 7. 1 DATE:—...._..__.— RIGHT-OF-WAY LEGEND: RIGHT-OF-WAY TABLE EXISTING RIGHT-OF-WAY PARCEL 1 TAX PARCEL NO. NAME TOTAL AREA' RAW UTILITY T.C.E. LTC REMAINDER I .d NO. ACQUISTION EASEMENT EXISTING PROPER LINE - •3I O �I O1 102305-9303 MJELDE&HEINZ 32,670 848 32,670 - of I. -I CONSTRUCTION CENTER LINE 102305-9303 m __..__,_.__- --.—_ __..____-_-_ • I- 1274458128TH 5T98059 1= PROPOSED RIGHT-OF-WAY O3 143765-0120 BUZA SHARON+PETER 19,912 146 19,912 id Mjeide&Heinz s,,,, <;:iE>;E,,, :: __ co = STA 52+19.50,70.001T / ^�—~ �I z % /l _� _._.. ....19,45 PROPOSED PERMANENT EASEMENT 4 143765-0130 WHITE CONNIE 19,145 366 19,145 V Z '1 w I STA 51+80.00,70.00'LT N ( \ PROPOSED TEMPORARY — —" Z \ STA52+19.35,48.47'LT ��\\\\ CONSTRUCTION EASEMENT OS 143765-0140 ZABLEJOHN 15,326 _______ _ 460 15,326 •.�...• O �`�•\�•'�'� � PROPOSED LICENSE TO CONSTRUCT � '�"'�.` g 143765-0150 WHITTAKER STUART+SUSAN 15,198 420 15,198 STA 51+80.00,48.49'LT 50+00 51+00 52+00 53+00 54+00 55+00 56+00 8 143765-0230 SIA RAYMOND 183,435 2,730 183,435 I -1 I- _...I ... .... ........._1- ..-- -- - I - —+- -.... - -I - I -1 I _ D-LINE 0 O 102305-9112 NGUYENKNOA+KIMANH 14,825 20 14,825 b 1p RENTON SCHOOL DISTRICT 110,642 1,903 110,642 DUVALL AVENUE NE w O 102305-9277 No, / 111 i N 102305-9081 FRICKS ROBERT 78,843 — 12 268 2042 78,843 i 14 — 516970-0095 CHU RANDALL KING 15,673 275 404 — 437 1,123 15,398 I15 149450-0050 ARGO RENTON,LLC 235,626 2,917 4,819 235,626 PLAN 4.i 16 516970-0092 KABA INVESTMENTS,LLC 28,385 i 309 637 28,385 SCALE IN FEET -._..._._..._........ ._. ___- — .. _— _—� `TOTAL AREA OBTAINED FROM KING COUNTRY ASSESSOR RECORDS ' 0 50 100 \ \ \ \\ PC STA 893+18.64 = II I I ... iTi w I I 1 1 I I N. .. \. � z 1__1_ j:— I W -1__1I w DUVALL AVENUE _ _ NE Ito888+37 889+00 890+00 891+pp 892+00 893+00 894+ppw + Q sss+oo w 1 + _ PC STA 897+29.11 897+pp T STA 899+24.21 O P • STA 893+74.32,47.90'RT PT STA 895+14.36 +_ _ /p -r - /- "+ - 898+pp 899+00 / 900+00 901+00 902+00 90 0 .'r Y3 — —— '——L— ——7-7,,,r ,,, —STA 896+45.31.41.00'RT — —r c� - ..I .................L-. , ._. ....._......... i.... ... }..__.." .. — 1 O Q _ T W = I I , ^ O t� STA 896+45.44,46A0'RT C LI N E w 1 I 1 . I 143765-0120 p; 1 O `�\ \�[\�\...\ 1- N ^ I I n 1803 DUVALL PL NE%/ / 143765-0130 ' S W L/1 Iw ao 98059 809 DUVALL PL NE u7 6 / I zI - - ^1/ 143765-0140 v O \ S�C1ZC1\_ \`�CSl�\41�TC\L�C,ZC\ZSZ\ 'ACC\_ W - I �� Buza Sharon+ �,� 98059 815 DUVALL PL NE m 143765-0150 , \ \ f z Co Peter White Connie �-+ / ui '^ �/ w 1 Zabae John ry;,31 821 DUVALL PL NE I I --I I / m d. Whittaker Stuart+ 1- N B / I ,niSusan '� I I \ STA 900+52,81,41.01'RT 143765-D23o Q STA 894+50.08,43.60'RT--f `^ STA 895+53.17 41.00'RT o `--STA 897+29.33,41.00'RT I Cr) m t-STA 900+37.81,46.00'RT Sia Raymond c I v STA 894+50.08,48.61'RT / 1 21 STA 895+53.50,46.00'RT f o STA 897+29.42,46.00'RT I z Z L STA 894+80.92,41.00'RT i 12 I I I I —STA 894+78.98,46.00'RT 1 I ' ! ' r 1 I i I. I I • PLAN SCALE IN FEET 1 0 50 100 `p MARJ�. SURVEYED: CITY OF RENTON DUVALL AVE NE RW1 DRAWING NO. v2-!weF Wa t,CG - DRAWN BY: KMB u h o - DESIGN 6Y: UVS PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 TRANSPORTATION DIVISION FED AID NO. :I?ara'inet�izf. CONFORMED SET RIGHT-OF-WAY PLAN CHECK BY: )10 APPROVED FOR CONSTRUCTION t ',Z1G016 '2' iUtY3YMN AVENUE SE.SU,IOU / DATE: FEB 2021 • re4E° PROIMGR: CMC PUYALLUP.WASHNcroNa„37, / 7 BEGIN PROJECT TO$TA903+00 FOS 6'" " I.V.60.115000 l.mcw cry l7 27 5 1 / SHEET NO. 10 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE _17, m, FILE:PU2141779045-RW.dwg -,^mow,.*u.e.^ BY: DATE:?11('f/ SHEET 1 OF 2 . I I • I I I RIGHT-OF-WAY LEGEND: I I ( 1 i ---- EXISTING RIGHT-OF-WAY I I I I I ---- EXISTING PROPERTY LINE • I I I I - CONSTRUCTION CENTER LINE t~i) ':'s<€<gi i?ip`i i°i°i i i s i€"s` PROPOSED RIGHT-OF-WAY r I ( I (STA 904+24.81,42.98'LT = ;s:s;::t::;::s;t>;::s:::: ::;;:?:: `- ( STA 906+06.47,50.97'LT 3 W j I I I I I �� I �� \ PROPOSED PERMANENT EASEMENT ~ I ml O �' Z I I I I I I I \\\\\\\\\ ORARY CONSTRUCTION PROPOSED EASEMENT cc Lu 1 cl / 102305-9112 trt X I " / 4637 Nguyen Knoa ST rnanh I I I I I I I OJ to ^'1' +Kimanh IN I I I I w PROPOSED LICENSE TO CONSTRUCT w_J z� �z LJ I I L J J w 0- STA 906+01.26,42.97'LT 0 ° NS°40'46.15"W pNO 00 03.00"W STA 906+06.26,42.97LT Mo+00 / 904+00 905+00 906+00 907+00 908+00 909+00 910+00 911+00 912+00 913+00 914+00 91- to -I -+ 1- + - - I - I - - I - I -I -+ I- I - I - I - --F........_... .._. ---+- - I - I- + "- 1-- - - .-i Cr) -PI STA 906+45.21 PI STA 908+35.21 J CLINE STA 912+93.14,41.50'RT cn DUVALL AVENUE NE I- STA 905+78.36,41.03'RT PI STA 906+35.13 I- N STA 912+93.03,46.50'RT r 1 T rPI STA 912+93.50 to W tR\ZC�\�C\RC�\ZC1RC SR\l1Z\ZC SLCC -- Z w\ZS.�R\ .\ZC�RC\�S\\CS\ZC\\-CC\t�R�� z J OI ` v O J _ O STA 905+g3.36,46.03'RT w / I `m “, 10 v = I- 6al / ( I I I°; 102305-9277 Q 143765-0230 tn1 I / I I Q 2 ao I / I Renton School District No.a03 Sia Raymond `� I I I Ian NI / / • PLAN ' SCALE IN FEET I t 0 50 100 t I a, I ®516970-0095 r __ \ Io 4628 NE 12TH ST 98059 CHUNRANDALL KING BEU+EVAT -STA 923+35.30,64.50'LT 1 1 STA 919+77.40, E. STA 920+06.81, Iv 1/ STA 920+45.00,57.49'LT . 1 STA 923+35.26,49.50'LT STA 926+61.92,69.50'LT-.- 16 2 80.51'LT co 79,511T a3 �% STA 920+45.19,49.50'LT �1 / r STA 923+70.30,64.50'LT 516970-0092 ` (IN 1 Z STA 920+07.35,z STA 920+82.82,49.50'LT r! STA 926+16.45,69.50'LT 13 4637 NE SUNSET BLVD 98059 LP rn STA 923+70.30,49.50'LT ., Lu I I r 5662'LT STA 921+05.30,56.501T mZo I ( STA 926+16.45,49.50'LT-� 1 KABA Investments,LLC ` �i2 STA 921+05.30.49.50'LT + m STA 926+63.97,69.50'LT ` STA 919+76.49,65.54'LT //� ``> I I / / °°�°1 15 1Its,„ ;STA 926+63.47,44.50'LT I STA 921+70.30,56.50'LT z1 al O t STA 926+64.92,49.54'LT ` �m IIN38°43'24.97'E 41.18'--� to o I o � N 1a9aso-0oso � II° � t'GQ ni �I //N I STA 921+70.30,49.50'LT � Tg � STA 927+24.14,51.08'LTw � STA 919+92.21,49.50'LT- �^' o { .�I � 4601 NE SUNSET BLVO 98059 ' ,,,i , 4 w _ vi -- -- \ I o Argo Rentoq LLC `�I i / STA 927+24.27,46 09'LTSTA 917+14.00,41.50'RT STA 918+68.00,46.50'RT STA 919+98.76,44.50'LT ' o I • - " oSTA 918+68.00,51.50'RT v •STA 920+62.84,44.50'LT .- STA 927+24.41, 0 STA 917+14.00,46.50'RT STA 920+05.30,39.50'LT STA 920+82.85, Nl°19'43.91"E 41.09'LT+ _ / N 4 3 6250+00 916+00 917+00 918+00 919+00 N2° 7 �3.03'W920+00 39.50'LT g21+00 92 / _L 2+00 STA 926+63.78,39.50'LT --STA 928+07.01,41.99'LT ._.._.. __. ._._.__L.......... . + -• -1----- --I -+ I- - - }p�- - +-- -I'- + /....._ 923+00924+00 r 'STA 916+73.67,41.50'RT -/ -P15TA 919+91.70 - -` + t - + _ "- 1.. 925+pp "56'54.90"E ," STA 927+60,48,46.99'LT PI STA 919+35.21 STA 919+03.50,41.50'RT CLINE +- - __ 927+p0 Q STA 917+37.00,41.50'RT 926+00 STA 927+60.48,41.9913 I- STA 916+73.59,46.50'RT DUVALL AVENUE NE STA 919+03.50,46.50'RT --- J N4°56'54.90"E I-- 928+ °5T 0 .84"E ___ PC STA 924+04.62 PT STA 925+05.86 "� -+ 0 -- -- --- PI STA 926+63.97- 929+ 0 L11 'Z\TC\\. \�.tS\R\ \�C\RS.\'S�\ -C�-\77 \"iC\ -------------- 1 `-�- }, 929+00 Z - 1 b �-STA 919+49.92,42.08'RT , -I 71 JIrI STA 916+95 49,46.50'RT /u ^ --STA 919+49.60,47.OTRT - 1 -PI STA 927+59.65 _ / -7 `-N6'26'25.47"E U / N STA 917+55.51,46.50'RT STA 919+08.50,46.50'RT _ F- 1 STA 926+39.16,44.50'RT / - I- STA 917+13.63,63.55'RT- STA 917+37.00,46.50'RT STA 919+08.50,51.50'RT / --- y 2 STA 918+73.00.41.50'RT STA 926+39.16,52.50'RT- �� 1 .-I \--STA 917+39.01,63.00'RT 1 STA 927+44.27,50.43'RT 4 \ 10STA 918+73.00,46.50'RT 1 to 12 I I . 102305-9277 .1 Iry 1 ,-.11 102305-9081 1 o1 0 �S88°37'31.72"E Renton School District No.403 p 1160 DUVALL PL NE 98059 1 Tricks Robert • I '^ mI PLAN 1 SCALE IN FEET 4 /� I I I 0 50 100 I t MAR/ SURVEYED: -1 ��oFwasy�c CITY OF RENTON DUVALL AVE NE DRAWING NO. RW2 ? R� e,i, C DRAWN BY: EMS 0. e 0 7J �- PUBLIC WORKS DEPARTMENT v in � -2. x DESIGN BY: DVS n ••- CONFORMED SET TRANSPORTATION DIVISION CHECK BY: JLO =I^a1'2ti1C't�DC,., RIGHT-OF-WAY PLAN FED AID NO. Jh APPROVEDFOR CONSTRUCTION / 36016 Q' 1019 uam nveNUE se.SUITE 1m 1 DATE: FEB 2O21 R -o ,' PRO]MGR: CMC PUYMLUP.WANNNGi0N9uJN • STA 903+00 TO END PROJECT A�,r fc7bReRt'G�ro rza.sw rrm r.av NA srr� I •• rj"� �1( ( SHEET NO. 11 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE 'SrUd1ALY� ,,,,,.,,,,, FILE:PU2141779045-RW.dwg +�+r an - BY: r� DATE: : ` SHEET 2 OF 2 LEGEND: I ---- RIGHT-OF-WAY STA 51+92, - TEMPORARY CONSTRUCTION EASEMENT • I 65.0'LT ' -STA 52+18, / , PROTECT POLE, O 65.01T 7 7 7 7 7 7 7 SAWCUT LINE COORDINATE WITH PROTECT POLE,0- CURB AND SIDEWALK STA 50+86, REPAIR AS NEEDED,SEE • • - HIGH VISIBILITY SILT FENCE PER WSDOT UTILITY TO RELOCATE COORDINATE WITH 11 33.7LT GUY WIRE SHEET SD9 STD PLAN 1-30.17-01 END UTILITY TO RELOCATE _ - X X X X X X REMOVE UTILITY GUY WIRE -STA 52+54, W SEWER PIPE BY STA51+83, 34.1'LT ,i.i./,./,/./, ABANDON STORM /o FILLING PIPE WITH CDF c~il �, � END 11 0 CATCH BASIN INSERT PER COR _ 51 -� / -- ----- STD PLAN 216,30 ct + + + r + +. +..'+ + +-:-.t t ++:_ +{-� //J- _7, // PROPOSED CATCH BASIN,SEE SD SHEETS STA 50+84, / 1 / 0 . _- _ _ REMOVE CEMENT CONC CURB/ ?. _. .7` 7� iy 7' 7/ . i. /r i ✓ T i/7 its !� CURB AND GUTTER 11 34,0LT -\ " " ,`- `�.. .. __ ABANDON EXISTING WATER MAIN BEGIN .. . . .. . C PROTECT EXISTING 34 LF OF O_, xxX{�<}kxYK REMOVE CEMENT CONCRETE JUNCTION BOX 12 PIPE STAS2+17, SIDEWALK STA 50+83, STA 52+26, 34.5'LT +_'++«T+ + + CLEARING AND GRUBBING,TRIM 22.0'LT D-LINE-\ li BEGIN 22.41T + + + + OVERHANGING BRANCHES 51+00 : DUVALLAVENUE NE \1, 52+00 53 -F---- - I - - - I - - —" - - ---- -- --- • ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT • • /\// /// E PA M NTASPHALTCONC. N. \\\\\\ Pr, AVEM NNTTT2-NIC ODES PTH PLAN GENERAL NOTES: SCALE IN FEET ' 1. SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES. 0 20 40 2. SEE CH PLANS FOR SIGN REMOVAL/RELOCATION. 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. N I - 4. CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR • i ! . .; I REMOVAL AND CLEARING AND GRUBBING. / W = I 5. SILT FENCE SHALL BE 0.5'INSIDE THE LIMITS OF ROW OR TCE. - STA 892+50, STA892+56, '" • DEMOLITION NOTES: '• ------ , it 3BEGIN- . •END IT 11 • \�-- Ol REMOVE TREE. CONTRACTOR TO REMOVE AND REINSTALL EXISTING - (.1)CURBING WITH 3'BREAKS.CONTRACTOR TOI- 0 PROTECT EXISTING FENCE. . COORDINATE WITH CITY PRIOR TO INSTALLATION AND SALVAGE REMAINING CURBING TO THE CITY. , _ W STA 892+50, STA 892+56, _ .. , ..---::.:.:.,:..:�..•.... = 3 PLUGEXISTINGWATER MAIN. 16.7'LT 16.7'LT . . .. DUVALL AVENUE N E w O ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. STA 891+58, C-LINE ., 16.5'RT O 5 REMOVE EXISTING FIRE HYDRANT. • 891+00 PLANING 892+00 893+00 \ 9 O o REMOVE EXISTING UTILITY POLE(BY OTHER S). RS. Ch \ STA 893+66,'`,' O7 REMOVE BOLLARD POST 29,1'RT I- • :. \ REMOVE DRAINAGE STRUCTURE. � \ \ ,�..._.. z O PROTECT EXISTING UTILINPOLE. . .iFl . r ':+'-+:.+ +.+'- + + + ,'. .++p + }:t +�+_+.f. REMOVE STORM SEWER PIPE/CULVERTORWATERPIPE. --,--'-- �. F.F. + + , r + T I . +. >. REMOVE CURB/CURB AND GUTTER. :, /� J �,. \i-:- 12 NOT USED. Q 11 o �: O PROTECT POLE, © I `J IT J.: COORDINATE WITH ( 13 PRESERVE AND PROTECTTREE(S). i UTILITY TO RELOCATE 3. 3. w f 3. I GUY WIRE 10 I I o 7 14 REMOVE CHANNELIZATION. Z '- STA 891+64 REMOVE EXIST 8'W AND 12 W(WD 90) 15 RELOCATE EXISTING TELEPHONE LINE AS NEEDED,BY OTHERS. / I STA• 6113 RT I 51,2''T 10 FROM NE 7TH PL TO NE 10TH ST i O 0RELOCATE EXISTING TELEPHONE VAULT,BY OTHERS. r I I I I 17 SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND RELOCATION. PLAN 0 SCALE IN FEET - 0 20 40 SURVEYED; _. ., `��AAR(E CITY OF RENTON DUVALL AVE NE DRAWING NO. SP1 ��oF w49tr,,0 - DRAWN BY; CID ...,. _ _ _ SET sC' _ •lo ', CONFORMED PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 DESIGN BY: DVS u " Q. x TRANSPORTATION DIVISION - _FI?Ft Ce'ifilEtflX1- SITE PREPARATION FED AID NO. CHECK BY: JLD L.. lUN 9Y4Uv[f41E SE.SU,IE IW', F APPROVEDJOR CONSTRUCTION DATE; FER 2021 3eo,e PROJ MGR: CMC A,w�„,„to„ ,>. , BEGIN TO STA 894+00 _ ,otE,SeCIsr_46G`�'�� T.Z..1.saao r 2.6.ergs BY : —y- H. DATE:7 J!'-' SHEET NO, 12 Of 94 NUMBER REVISION DESCRIPTION BY APP, DATE ALA H,,.,,o:: FILE:PU2141779045-SP.dwg +wr �^ i �� SI'"IEET�.OF 5 • LEGEND: -———- RIGHT-OF-WAY STA 896+56, STA 896+62, 4. -0 REMOVE EXISTING RPMS AND PAINT LINES ON 38.4'LT 38.4'LT - - TEMPORARY CONSTRUCTION EASEMENT DUVALL AVE NE FROM NE 8TH STTO NE 9TH ST. SEE CH SHEETS FOR STATION LIMITS. STA 896+56, STA 896+62, O r r r r / r ' SAWCUT LINE _:_ __ 11 32.91T FENCE PER WSDOT - _ _ _ `--- • - - - - X X X X X X REMOVE UTILITY 1 BEGIN• STD PLANB13017 p END 1 „ RPIPEBY ra / / / / S 896+56. El 4TLT -STA 895+13, DUVALLAVENU TPERC R - _ FILLING PIPE WITH TCH 4.TLT E NE STA 896+62 STD PLAN 1161305ER CDF O D - +00"' 895+Op , / STA 896+14, ,..STA 896+20, 4.7'LT + I PROPOSED CATCH BASIN,SEE SD SHEETS D / / r r r r r- r rr r-,- RT STA 7 L CLINE NC CURB// - - - - _-t- r 4 TRT 4 7 8 5T7 897 Cl /fJ//�// 0q_ . O /'i/r ! r/r - -.. 8:.F/ L� i� ( t 4+ r CURB AND GUTTER RB . 98 4 Apr ,T = STA 895+13, �� j �� y' 00- - Z Jw^`/\�\/\/\ ABANDON EXISTING WATER MAIN r 4,TRT -STA 895+14, I`"I I'� I'� ®L� - - - m ENT CONCRETE - � _16,5'RT - STA 896+14, O STA 896+20, m - v xXu <kk X { REMOVE SIDEWALCEMENT 1�� ` �\STA 895+63, 16.5'RTT 16,5'RT STA 897+29,-- Sr 97 897+98,.... D t TRIM ST 8\6.. _._ A 8 +29 29.0'RT eIhTT T D w��Wm"PV�s�T:PLV YLVZVr�►4XW4OWnl�.ayw.Airr�,�rrz Ar 29.0'RT 31.2'RT+2 ' + . t + + OVERHANGING NG BRANCHES CLEARING AND GRUBBING, .1 + + . + + •• •4.. + .i 4—-+.,+++ .+.°. +..• } + a-avt�.471..--►..4"faKOPYlw,Etls6Z.r ,..4-4i1 + +1 ASPHALT PULVERIZATION FOR + + +. ._. .,+ .+. + :+� + _ ,. + + _ + +' + USE AS RECYCLED PAVEMENT - ,. :,. _ _-'Z';E i"+ . : + :+ • +++ a <tT+ +_ "+ •+ : s + ' -- - 4--- REMOVING ASPHALT CONC. O �_ - "•?'':=.`_„ }._;-'"•i- + a i,; ++ Yt ++ ..+°> A ��/// PAVEMENT -- °_• - m PLANING BITUMINOUS Ln 13 ©12 �O w... - O3 \ \\ \\\ PAVEMENT,2-INCH DEPTH m m \-O OC GENERAL NOTES: .n _ 1. SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES. m m 2. SEE CH PLANS FOR SIGN REMOVAL/RELOCATION. N N 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 PLAN \\ SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR SCALE IN FEET /l REMOVAL AND CLEARING AND GRUBBING. O 20 40 /-0 5. SILT FENCE SHALL BE 0-S'INSIDE THE LIMITS OF ROW OR TCE. • Sr 900+93, STA 901+22,- DEMOLITION NOTES: •zr _ - - - - - T- T �y--_ t'n ----- -- .... ..-_.... 900+96, REMOVE TREE. 29.8'LT3A• - •STA 900+88,- ( Ol T 31 5'LT 901+28 . . 38-2 LT i j PROTECT EXISTING FENCE. 5T ::. _ 32.8'LT 'STA 902+89, T -. ., Oz 901 22PLUG EXISTING WATER MAIN. STA 900+69, 7'LT' 32.TLT ._ + STA902+96,›/_,,. N 3 32 w A STA 901+28, O w .`. 33.0'LT 33.0'LT 32.TLT > DUVALL AVENUE NE At END STA -� // \ STA 9042+96, Oq it 902+18, w 4JLT tW m SST C-LINE-- T THE INLET OR OR CULVERT ENDS ABANDON STORM SEWER PIPE OAND FILLING PIPE WITH CDF EITHERR CULVERT BY PLUGGING Q A 901+28 899+00 900+DOlit 11+00 T 902+00 {// %/ y-//}//r/r/ram/-r/f r/i.r� + OS REMOVE EXISTING FIRE HYDRANT, lir16. En STA 899+24, STA 899+53, STA 900+69, 7 TA 901+22, t r /� r r, al REMOVE EXISTING UTILITY POLE( OTHERS). ` STA 900+96, 1 . 'LT STA 902+18, STA / c.. 16.5'RT� / 16.5'RT 16.5'RT 6 T 4.7R O 1 .5'R REMOVE BOLLARD POST \ 4TLT harm,. -- 'f \\ STA 899+69, \\\\� ,1�1I�� \ ; STA 902+18, z O REMOVE DRAINAGE STRUCTURE. 61 li • ao ,111I� 37,5'RT STA 900+00, 28 3 RT H �'-s '--;-- -: . .\�.37.5'RT yr7>.��- � - �r=�.-T_=e rr= .z _rzrr =c's-. >a��•�.... i = 9 PROTECT EXISTING UTILITY POLE. zJ.�� . � `•+ + +, + j_ t a + - + "+ + + 'µ f + + +_+••� O REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. STA 899+67, -. .,. - _- --- O STA 899+44,;, , O x` \ I - -a- -� �-° �- ° 2 11 REMOVE CURB/CURB AND GUTTER. 36.9 V 11 30.6'RT..' f. ENDRT 11 STA900+19, Q © O BEGIN ) x • END RTC) STA900+55, �` O 11 31.5'RT 12 NOT USED. H • � END 11 14 REMOVE EXISTING RPMS AND PAINT LINES ON cS I , N STA 900+24, ' DUVALL AVE NE FROM NE 9TH ST TO NE 10TH ST. 13 PRESERVE AND PROTECT TREE(S). PROTECT EXISTING UTILITIES • S 2 ' `�I 65.2'RT STA 900+44, SEE CH SHEETS FOR STATION LIMITS. O STA 899+63,f I \ STA 900+14, 32-5'RT 14 REMOVE CHANNELIZATION. 42.1'RT I �� Ti-70,0'RT 10 BEGIN 11 15 RELOCATE EXISTING TELEPHONE LINE AS NEEDED,BY OTHERS. STA 900+00, �` STA 900+19, 1I 73.9'RT 74•0'RT 1-STA 900+24, 16 RELOCATE EXISTING TELEPHONE VAULT,BY OTHERS. 11 BEGIN I 74-1'RT 17 SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND RELOCATION. PLAN tN SCALE IN FEET _ . 11 O 20 40 `L MAg7E SURVEYED: DUVALL AVE NE DRAWING NO. SP2 ��-oF SAS/„ C' DRAWN BY: OD CITY OF RENTON �w CONFORMED SET s. < -2,‘ •p _ PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 DESIGN BY: DVS yv m r TRANSPORTATION DIVISION i CHECK BY: 11.D Parametri. , DATEFED NO. — APPROVED FOR CONSTRUCTION SITE PREPARATION PROJ MGR: CMC ID19 30111AVENUE SE.SNiE tro / 1 DATE: FEB 2021 ? '1601 0 ��ewrAuuv.WAVING roN pia l y_ STA 894+00 TO STA 903+00 fSTEEtt• rTm U.0600 a.153 ewe/9J / NUMBER REVISION DESCRif(lON BY APP. DATE ASS/0YrarL�� 0.m<:,, FILE:PU2141779045-SP.dwg .��4e�^ BY: y4„� OATE'�'ill SHEET 2 OF S SHEET NO, 13 OF 94 • LEGEND: -———- RIGHT-OF-WAY I I — — TEMPORARY CONSTRUCTION EASEMENT , f- I-"-STA 906+53, / / / / / / / SAWCUT LINE - I "' 54.2'LT O BEGIN 11 ° • HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17-01 STA 906+24, : 1-- 2 STA 906+54, • 45.5'LT O X X X X X X REMOVE UTILITY 49.4'LT 11 WEST GAS LINE TO STA 906+19, w � END BE ABANDONED ABANDON STORM SEWER PIPE BY 10 15 LF 010" 13 45.5'LT z 0 AND DEACTIVATED, •/ I FILLING PIPE WITH CDF .: '` STA 906+80, / _�STA 906+06, 31.8'LT CATCH BASIN INSERT PER COR STA 31 7L T 32 4 LT STA 906 (V ' —— _ - _ .--- _— .�.e ,""""31.6'LT+2 - ——---—-- �\ PROPOSED CATCH BAST SEE SD SHEETS , 4 / STD PLAN 216 30 �y + •+„+ + t; + 4- +__ --+ r"+ + -+ }- + +" + - - + + + +r+=+T sY+T>=+'t _+.- + +:+..+ +3+'+'+*+ +y*T+=}T+ T+--+ / } t. + t t + + + +;�4 - t ;" +-- + } + _ - REMOVE CEMENT C NCCU / � O CURB/ w E: �111i111 /1/i711/1//�i1i1/NNiiiViisiiffiMi+a r �iJ F mi®io��isvmAr ��lrl�l/�I1fi91i drarM T O CURB AND GUTTER _ ,• ... - " _, •... ,, • w �\i�„ .".",/\r ABANDON EXISTING WATER MAIN w , , �_.__ ............._. , , W 03 �SIDEWALKEMENTCONCRETE REM « + CLEARING AND GRUBBING,TRIM 0 STA903+26, STA903+56, ' DUVALL AVENUE NE CLINE, STA905+96, , 0 16.9'LT 16.51.T STA 903+91, 905+00 6 0 9 + + + + . - M _ _ �.__ _. - _ t _ - - - - - • _ I OE ASPHALT PULVERIZATION FOR 16 5'LT ,I + 0 07+00 9 OVERHANGING BRANCHES O f01 , I 0 • USE AS RECYCLED PAVEMENT STA 903+41, STA 903+91, STA 905+96, / REMOVING ASPHALT CONC. II-- �29.0'RT 4.7'RT 16.5'RT 906+79, • N // PAVEMENT N - __ —` rSTA // PLANING BITUMINOUS STA 905+81," STA 901+10,., .`. 1 \\\\ PAVEMENT,2-INCH DEPTH �� \\\IIWNI41Nik4X\ 313'RT 111 31TRT z 31a2'RT GENERAL NOTES: T/.=IP/�l '7.�E. %J-% /-//v/I�.I/SIL�I p IV I I--a ,I��1�R/ /�IIII -// ��t/f-I�/.�// i .I��./ ............ ._ - *._� �. .•.r.��..�.�. �i��CIT �'i�.� ae tom. i.�a.mm��s'�=. rrsitea�.� 0 +' ��/ -��/ ,-, . :•": 0`'`: . ' U 1. SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES. ..9-.-+ +"+. "+ t:-r_, .t- .. ��'��I' Q ; r.,_.+. +_., _+.. r.c}:•.+:..+!':.+'.:e:.......f; + + r «. r— �i,1 + + +.' ♦ —— — Q 2. SEE CH PLANS FOR SIGN REMOVAL/RELOCATION. e 3. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. . 033" O / • / ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE • \y ///��, / CONTRACTORSFIELD BY HALL BE RESPONSIBR AND CITY LE ORR COORDINATION OF UCTION OBSERVER. 0 / 1 STA 906+88, FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. STA 906+41, 33.3'RTSTA 906+25,58.2'RT %`'I END it 4. CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION 79.4'RT } I BEGIN 11 SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR STA 906+40,61.9'RT STA 906+38,-I REMOVAL AND CLEARING AND GRUBBING. 79.0'RT I 5. SILT FENCE SHALL BE 0.5'INSIDE THE LIMITS OF ROW OR TCE. 4., PLAN DEMOLITION NOTES: SCALE IN FEET O REMOVE TREE- 0 20 40 O PROTECT EXISTING FENCE. WEST GAS LINE TO ® O © 13 O3 PLUG EXISTING WATER MAIN. AT • ABANDON ER BE ABANDONED r 13 O• TH AND DEACTIVATED, /J BY OTHERS E INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. 5 _. ....... ...... _'« .-+ • . REMOVE EXISTING FIRE HYDRANT. / s �+ + r + r + .+ .,+,..+".+. +•�-....,,+. + + r _ ;:yr�+.-+, �'.r't • � t� REMOVE EXISTING UTILITY POLE(BYOTHERS). z w , w S 0REMOVE BOLLARD POST N O w .. C L REMOVE DRAINAGE STRUCTURE. • O O+00 909+00 ""oo 910+00 911+00 912+00 913 p PROTECT EXISTING UTILITY POLE. DUVALLAVENUE NE 10 REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. rn 11 CURB/CURB CURB CURB AND GUTTER. V�1 NOT USED. z 13 PRESERVE AND PROTECT TREE(S). V REMOVE CHANNELIZATION. 15 RELOCATE EXISTING TELEPHONE LINE AS NEEDED,BY OTHERS. O 1 _1 2 -- • - . 16 RELOCATE EXISTING TELEPHONE VAULT,BY OTHERS. 17 SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND RELOCATION. PLAN SCALE IN FEET \,....0 • 0 20 40 MAR7 SURVEYED: CITY OF RENTONSP3 �P E DUVALLAVE NE DRAWING NO. ay?+./ of w s%o DRAWN BY: 00 " CONFORMED SET F -* ,A ... - . _ PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 4v/I. x x DESIGN BY: DVS *n - - .-- TRANSPORTATION DIVISION Iy ..-. �1-e1rc7metr�X•-', FED AID NO. CHECK Bv: Ilo_". - - ---,---•' _ SITE PREPARATION• - APPR VCO FOR CONSTRUCTION DATE: FEB 2021 36016 - 10103YTH AVENUE SE,SUITEIW STA 903+00 TO STA 913+00 PROD MGR: CMC PUTAwrv.WASHINGTON smr, w� �'Ct5TO° T.EST ON MOO F 2036°i GM ) 1 q_ SHEET NO. 14 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE 1j�:0NAL E.1' o„x,a„ FILE:PU2141779045-SP.dwg ..,..---•am, BY��,�� DATE:7�&f- SHEET 3 OF 5 STA 917+87, LEGEND: 41.0'LT --——- RIGHT-OF-WAY 0 — — TEMPORARY CONSTRUCTION EASEMENT • r GAS LINE TO BE -„i•,,: 0 55 LF OF O '` / / / / / / / SAWCUT LINE ABANDONED AND ' /14"PIPE - o o HIGH VISIBILITY SILT FENCE PER WSDOT DEACTIVATED,BY ="'"r • ;: : '`' STD PLAN I-30.17-01 trf OTHERS ..:, . . _,. X X X X X X REMOVE • _ "- _„,_. RPIPEBY » :•a- -> + +,�.i 4..4...4 + + + ♦ +• i• � +-'. • "... .- �•:'+ i + r { + + 4 { 4 1„..+...i . + + + i f f .a, i ! # + + Y'+^^{"..'!:"'".M:.'+.'.+�� , { t.+.+ 4 ;'4'.+ �_�/�./:../.../../.._./�./.../•./../.,..�' i/.=.J-J w , - "a > } " .. _ .'•�.4 't: t , • t.:•=+. ' : 4:'.1::}..`:+,4 t+i i+a.t ~.�4+-t;? tt.4•+ .t~+_+ _..,. , .,i."k..{ !.t .+,.t.•�''+. + . l ...:.,F.. / / / / ., -... „+,_.... .._ . .... .. .. - ,., IBLINGPPEWTHCDFE _ -- .• El ._........._ _,._.._..__...,_.. w N STD PLAN 216.30 3j PROPOSED CATCH BASIN,SEESHEETS v1 — C-LINE :, CEMENT CONC CURB/ o DUVALLAVENUE NE" — _ REMove rI CURB AND GUTTER c j+DO ..... :, ...,..: 914+00 _ _ 915+00 91 ry 6+00 _ • • -917+00 _ "_.. _ _ .....,._918 OT ABANDON EXISTING WATER MAIN H - RELOCATE SHEET RD7 (1)K>2 � SIDEWALK REMOVE CEMENT CONCRETE /.' RE vI � � � _ 4+4+4.+++4+ CLEARING AND GRUBBING,TRIM w : + + + + + + OVERHANGING BRANCHES Z _•"- , ,.. 2 ' ' +.. •T.,.r .,"+ .. . .r,.,- + : +r' RECYCLED T CONC. f U • ® ...4._. ..."..,.w.".. .. .. + +-+ +..,,�' + + # �i. t ..„4 `�+;i, :�.t:.-#.: �v'}(-a.`:.,', + } *,T,'*s: I-' r . . ..+." ..,, +.�•+ ?+.•+•_+.":�"+`..+'..'.t^..,,. ;• + -+. '+ -r...„+.:-r::°r +"�i..".+':'+'-+:_r„�:.r + ,.„ «.�:+::'..+..^.F+:t •r".+: t.t+ �;.,+'. .'r.. :-:+.;»•+ • ^;t.+�.+.:..+ .+ +:�'�+ +�'+ +' + y +', ® •+ +.+♦+� +�r.it+'::4.+..+,.+.�:+ .4,:..+,� ....+,��+-.•t _ � / /�// PAVEMENT _.. :—. �—ro_.�-r _:_—..—.— ,.... ._ "..._•: —— — —� -r r+�-s=r-r`�,,. '�^:-.+ '=..._... .._. G BITUMINOUS —— r r:_t. + +, i..:,+r+.e:+-4. 4 EME INCH DEPTH - PLANING �.� OF:...�..".... -12 PIPE O` + O \\� \ PAVEMENT,IN NT,2- o l0 91 LF is STA916+80,-13 l++;:i4..;};; + •• GENERAL NOTES: 46.0'RT t+ +`++44+. (2) MULTI-STEMMED 1. SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES. 1 +4•• + + TREE STA 916+90,--I 2. SEE CH PLANS FOR SIGN REMOVAL/RELOCATION. PLAN S 46.0'RT O- © 3. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE SCALE IN FEET / �Y FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. I- iiin 0 20 40 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD MARKING PRIOR TO DEMOUTION ACTIVITIES _ I 1 STA 921+13 � I .N STA 919+70, 49'S LT 11 4 CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION WEST GAS LINE TO 174-4'LT BEGIN SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR BEGIN 11 GAS LINE WEST OF BE ABANDONED w STA 921+25, REMOVAL AND CLEARING AND GRUBBING. ANDDEACTIVATED,' •';z ACTIVE GAS LINE• 36.7'LT BY OTHERS i TO BE ABANDONED it 5. SILT FENCE SHALL BE 0.5'INSIDE THE LIMITS OF ROW OR TCE. STA 919+63, END STA• STA 918+70,41.0'LT , _.*\ 74..7'LT I s ° "-- ' �_.. AND DEACTIVATED, • 4959 T+57, 8Y OTHERS• DEMOLITION NOTES: STA 919+32, STA 919+62, o BEGIN 11 ' 30.8'LT 45.8'LT - © O1 REMOVE TREE. • ♦♦ i © / STA 921+73, r PROTECT EXISTING FENCE STA 918+04,41,0'LT STA 919+00,-, 13 STA 919+47,-'• I /♦♦t'' jA © / 33.2'LT O q 46 • ,i""+ .2 11 / O 254 LF OF 1,0'LT .7'LT: +, -t 1 ) i `/ 12"PIPE 0 PLUG EXISTING WATER MAIN. .'\+ ++ • , I ♦ I w ,, I A�♦ ;; ,}+;'+ -- - " •• L • � 4 ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER • " - � "-. _ O THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. p ,�',/ ♦21 LF OF, t •r- -4"PIPE _ ,+; +3••..i_„ ± t Q _ -. ..,. - '-' - -'--- :. la ,r : - c -- -- - Y i�- - ± : .r: ,:+_::+, +:, += *�.`;.'",. +• ; t',—++=—— ———— - &I S REMOVE EXISTING FIRE HYDRANT, 17 ... W ..+, + __ ' / _./ /./. • -,trAt/ !♦_flint♦Ib♦--► ♦ ._:_., ,:.. ._ : / � - ! .i} }... 4..r... +.. t._r r...+�.:y.+ .+. .. O w O.._. ...._ �� V s A♦AO� ♦i:Oi ♦n♦��♦��♦♦��♦�♦♦♦�♦�� ►♦♦ ♦♦�♦�♦� ♦ ♦♦ ♦♦♦♦ .4♦♦♦ w 6 REMOVE EXISTING UTILITY POLE BY OTHERS). v1 \-0a 82 LF OF .,. © --,, ,, ". , ,. „ -., ,_ _. " , ••1♦♦.♦♦♦♦�♦�♦�♦♦�.♦♦♦♦♦♦♦♦...- �♦�� w ( ) • p 14"PIPE, `� - v _ o. 4 48 LF OF O7 REMOVE BOLLARD POST 0+ 14"PIPE STA 920+09, ;., - ,_. • "" "' - • --- REMOVE DRAINAGE STRUCTURE '`i.....,,.., . STA 919+44,.. :1 C-LINE w w 22 2'LT 3 v�O 0+ STA 919 ;< .,........-. - 25.3'LT 92 00` +98, _.. Q+00 919+00 © _ - - - I - _ -,- _ O O PROTECT EXISTING UTILITY POLE. j LT t - _ - 923 5 26 6' I 922+00 w , • 919+73,0 , i - - N 10 REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. z -. :......:.: :. ...._;. T - -- ,, „""DUVALL-AVENUE NE-'_..__,,, STA cn • 14.4'R SCHEDULE B- 11 REMOVE CURB/CURB AND GUTTER. _ [` WATER MAIN c/) U :.........:......:. :_c,. • REMOVAL w O NOT USED, T 2 Q / "r /-r / / / PRESERVE AND PROTECT TR ( ) .... ' t ... '�1iLLih _J O EES. t +' + .+«. + ,+ + + U 14 REMOVE CHANNELIZATION. • f +{ +t+ `f+/• \ _ 15 RELOCATE EXISTING TELEPHONE LINE AS NEEDED,BY OTHERS- ® 11 LF +�, 16 \ STA 920+18, / J '�`�„ 31.4'RT 16 RELOCATE EXISTING TELEPHONE VAULT,BY OTHERS- o_ 0 17 „ STA 919+59, �--CURB AND SIDEWALK 32.0'RT REPAIR AS NEEDED,SEE 17 SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNAL SHEET PU2 EQUIPMENT REMOVAL AND RELOCATION. . 16 STA 919+59, • 419+565.4'RT PLAN (111) 56 LF 0STA 919+48, STA 919+56, SCALE IN FEET 11 31.6'RT 45.3'RT it BEGIN END 0 20 40 E1^ MAR SURVEYED: DUVALL AVE NE DRAWING NO. SP4 'i.!S'�'oY"'AY ' DRAWN BY: OD CITY OF RENTON �4' y'. CONFORMED SET PROJECT NO. 2141779045 ..� p. PUBLIC WORKS DEPARTMENT } DESIGN BY: DVS U ' S.1 _ TRANSPORTATION DIVISION CHECK BY: 1LD SITE PREPARATION PEDALO NO. APPROVED OR CONSTRUCTION DATE: FEB 2021 ule Q' PRO)MGR: CMC '°'a'°"'"'�""ESE's"'E'°°I STA 913+00 TO STA 923+00 PUYALLUP.WA-SWNMIIN Sart y �p R�Isr:,F'P 'Si ui°°i WOO r 2.Wi6NY �/ ) -7(4 2/ SHEET NO. 15 OF 94 .E5s -e'4 FILE:PU2141779045-5P.dw BY:._ DATE: SHEET 4 OF 5 NUMBER REVISION DESCRIPTION BY APP. DATE r.,1WaA1•t,a +,n,+,>, S "" ""' 'n"' / _ - LEGEND: -———- RIGHT-OF-WAY r--STA 923+66, - STA 923+36, 4 129 LF OF — TEMPORARY CONSTRUCTION EASEMENT 58,5'LT STA 926+61, 7 7 7 7 ! 7 7 11 5 'LT-A ,12 PIPE / BEGIN 11 WEST GAS LINE TO 50.0'LT 11 SA HIGHVISIBCUT NE r STA 923+66, BE ABANDONED • BEGIN VISIBILITY SILT FENCE PER WSDOT AND DEACTIVATED, STD PLAN I-3017 1 33.6'LT -0 STA 58.5'L, 11 BY OTHERS r STA 926+b3, END STA 926+27, 33.8'LTO 90 LF HIGH VISIBILITY X X X X X X REMOVE UTILITY 50.0'LT 11 ABANDON STORM SEWER PIPE BY it 33'E BEGIN I, 17 BEGIN 0--- I END 11 STNPLAN Ift D 10 01 FILLING PIPE WITH CDF . I N — a _ 5 167PLFPOF�1___ -STA 926+30, LF CATCH BASIN INSERT PER COR off CI�� ' • /) © ®� 33.2'LT STA 927+59, STD PLAN 216.30 I— • I / ;/ I -• �... END 0i 12 IF W __ —'� ' + +—+4, t—r —L. O PROPOSED CATCH BASIN,SEE SD SHEETS W + +_ + +' + / / • + + + + + + . + ;� - END + +_+ + +++ +++++ +"+ + + :�+ .� • ---- 7 T 11 W �� ♦�♦♦♦!�♦� ♦♦♦ + ++± �' + �0 CURB AND UTTERO ' � 'xREMOVE CURB/ 111'. cn • AI' it. ..., 7'! %-- l A�--•1-—' ♦��„'.►♦♦4•♦�♦.��♦�♦♦.►♦'.e♦�♦♦!♦♦• 1 !♦A♦A♦l�1��1�♦♦�I Zt=s'N� •44.4t♦:.,11,7:70.1—,4_11•,,., I -- J\s^/�M/� REMOV ABANDON ECEMEXISTING TCONCRETE MAIN O 21.0'LT dr. 0SID LK CLINE, < STA924+60, � SIDEWALK m �J ' CLEARING AND GRUBBING,TRIM 2i.lfi'iT 18.0'LT . . + +�'+++ +00 Cr) _ 924+00, Q, c .++'+++ + + • OVERHANGING BRANCHES t — :926:+00: 20 3 USE ASIRECYCLEDIPAVEMENTZATION R r• e -,„>< _ ,. -LT REMOVING ASPHALT CONC. ..,r ..... � - _ ... _ //i PAVEMENT ° 82 • :€, L7 VALL A1lENU�N % PLANING BITUMINOUS PAVEMENT 2 NCH DEPTH :.y > SCHEDULE:B= , W TER MAtFi jt _ GENERAL NOTES: _... .:;."r-`'' • REMOVAL -� "•-•.,. ` ' '' 1 SEE SHEET LAl FOR GENERAL EROSION CONTROL NOTES , a V ,,,_, , :., --'--.••,....... 2. SEE CH PLANS FOR SIGN REMOVAL/RELOCATION. ,..., 3. THE ASPHALT/CONCRETE ARKED IN THE ASPHALT ELD BY CONTRACTOR AND CITY COO CONSTRUCTION OBSEL BERVER.nOBSERVER.APP ROXIMATE. ,. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. PLAN isl- -` — --�_ SCALE IN FEET 4, CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR 0 20 40 STA 927+59, REMOVAL AND CLEARING AND GRUBBING. 32.1'RT 5, SILT FENCE SHALL BE 0.5'INSIDE THE LIMITS OF ROW OR TCE. DEMOLITION NOTES: la REMOVE TREE. 0 PROTECT EXISTING FENCE, OPLUG EXISTING WATER MAIN. 4OABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF< OREMOVE EXISTING FIRE HYDRANT. OREMOVE EXISTING UTILITY POLE(BY OTHERS). 0 REMOVE BOLLARD POST 0 REMOVE DRAINAGE STRUCTURE. OPROTECT EXISTING UTILITY POLE. IO 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. 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. J`6A A R76, SURVEYED: C C Y}✓�,of WA-v,,�,� - DRAWN BY: coo CITY OF RENTON DUVALL AVE NE DRAWING NO, JP`� yy� CONFORMED SET PROTECT NO. 2141779045 r>- , ,� 5 xr DESIGN BY: ,DVS PUBLIC WORKS DEPARTMENT P[Irametrxr°,• TRANSPORTATION DIVISION FED AID NO. A CHECK BY; RD ___.... SITE PREPARATION APPROVED FOR CONSTRUCTION DALE: FEB 2021 PROD MGR: CMC PUTALLOP.WAStING'°""'"""FNUFSF.SU,IE tW ` STA 923+00 TO END ^ode 5'B R��`�� 2r ve04OM F TM FA. qJ) 711�fGG r SHEET NO. if OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE /avnL�' ov,uv, FILE:PU2141779045-SP.dwg %wow COMM.Cam BY:/i`/'i'"'y DATE: /'� SHEET5OF5 NOTES: • 0 CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW • SHEETS. OCONSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN - 102. \\ 1- 000NSTRUCT CEMENT CONC.TRAFFIC CURB AND GUTTER PER 1 COR STD PLAN 101. \\ 102305-9303 I �,,,/„� _4,4 O PLAN 1RU.CT CEMENT CONC.PEDESTRIAN CURB PER COR STD \N ADJUST JUNCTION-\ . /r/r OS CONSTRUCT CEMENT CONC.TRAFFIC CURB PER COR STD 0 - BOX TO GRADE 3 SIDEWALK REPAIR AS PLAN 101. NEEDSEESHEETSD9 6 I _ - �� NEEDED CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A '-'" - / - PER WS PLA12-03. �_ 7O CONSTRUDOTCT CEMENTN CONC.CURB RAMP TYPE SINGLE i / Is ��/ ® /I DIRECTION A PERSTD WSDOTSTDF40. PLAN F-40.16-03. '',-;0, 4_. ,4 A:,'' _y;'.;.:-.;:, ng CONSTRUCT THICKENED AT BACK OF SIDEWALK PER \J DETAIL 2,SH 0. Jr, ._._ - 0NOT USED- . . STA50+83.6, ... ._,. - 34.0'LT ©© BEGIN STA 52+26.0, \--STA 52+53.7, I 10 CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. 34.4'LT 34.1'LT - ©© 11 ADJUST CATCH BASIN. MATCH EXISTING END END I- N i MATCH EXISTING MATCH EXISTING STA 50+89.5,- 4TH DWY-I 0 ADJUST MANHOLE. O 33.8'APLT O SEESHEETDW1 STA 52+04.3, 0 ADJUST VALVE BOX. Lu Z DUVALL AVENUE NE 34.3'LT 14 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RD10. : D-LINE 15 CONSTRUCT RAMP TYPE PARALLEL B, 50+50 51+00 51+50 52+00 52+50 53+00 FR WSDOT STD PLAN F 40.12 036 -}_- -....._...___.__._....._... __ I — I — I — + - } — - i +- ._-. ._ +.... -----...... I- I 16 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. • 0 INSTALL MONUMENT CASE AND COVER. PLAN 18 SEE SHEET E10 FOR SIDEWALK DETAIL SCALE IN FEET 4.i 19 CONSTRUCT 5'XS'X6"THICK CONCRETE PAD AROUND 1_L C HYDRANT PER COR STD PLAN 310.1,SEE WA SHEETS. 0 10 20 LEGEND: ----- RIGHT-OF-WAY - - - TEMPORARY CONSTRUCTION EASEMENT . CEMENT CONC.SIDEWALK =-..^--:`CLASS4000CEMENTCONC. _, ;;A'.''``;"' SIDEWALK/DRIVEWAY ENTRANCE HMA CL Vz"PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT ( 7/7/7/ A APPROACH PG 64-22 DRIVEWAY LANDSCAPE AREA-SEE LANDSCAPE PLANS \\��N ROADWAY PG 64-22 FULL DEPTH HMA CL%2"PG 64-22 2"MIN OVERLAY SURVEYED: -I c 0E0 DUVALL AVE NE DRAWING NO. RD9 tl pY 'G DRAWN BY: CJD CITY OF RENTON ti� PROJECT NO. 2141779045 S,- /"` z - - PUBLIC WORKS DEPARTMENT a q p 44 DESIGN BY: DVS TRANSPORTATION DIVISION CHECK BY: 1LD ``Para metro{ CONFORMED SET FED AID NO. PLAN AND PROFILE se3ao �o�a ax'iH AVENUE se.SUITE�m APPROVED FOR CONSTRUCTION DATE: FEB 2021 :�� PRoI MGR: CMC BEGIN TO STA 52+60 •, 'pryi+-1' FUYrULUF.wI.I:HiNGTON 98llt ,.•%�� / / 'tMIA.50OF2 0111879 ? ?/6''I SHEET10F10 SHEET NO. 17 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE ` m"6°�' FILE:PU2141779045-RD.dwg .....v str",� BY:. ./lc. __:._ ......._.. DATE:_ f'- • NOTES: I O CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW • JI I- I\J- ' SHEETS. I 000NSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN / 102, Z 3O CONSTRUCT CEMENT CONC.TRAFFIC CURB AND GUTTER PER —"� `� CV COR STD PLAN 101. CEMENT CONC.PEDESTRIAN CURB PER COR EXISTING w O BREAKS.CONTRACTOR TO PLAN 101.E • CONTRACTOR TO4STD CURBING WITH 3 '`` \ COORDINATE WITH CITY PRIOR TO INSTALLATION AND I SALVAGE REMAINING CURBING TO THE CITY. t/J O CONSTRUCT CEMENT CONC.TRAFFIC CURB PER COR STD W PLAN 101. C-LINE A DUVALL AVENUE NE CONSTRUCT CEMENT CURB AMP TYPEPARALLELA • :. PC STA 893+18 6 - PER WSDOT STD PLAN F-40 12 03 891+00 892+00 8931+00 _ 4 89_ o O6 R 7O•I' CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE STA 893+18. , DIRECTION A PER WSDOT STD PLAN F-40.16-03. STA 891+89.1, SEE SHEET GR2 32.5'RT W 32,5'RT ©© 0 ©© pC Q SEE SHEET GR2 Q gO CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER :::: '°- ............_...................'� p P • P k Mail 'P.. _ik: — - - -- k CONSTRUCT CAST-IN-PLACE WALL PER SHEET W Dl. ADJUST CATCH BASIN, ry P - P P` .,. 18 10 ST 893 9, .7 12 ADJUST MANHOLE. - Q —, -t SEE SHEET GR1 O 39.0'RT BEGIN 1'HIGH WALL 13 ADJUST VALVE BOX. ' I 14 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RD10. = I 2 I t\ I CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B, LLJ - 664950-0130 I 15 PER WSDOT STD PLAN F-40.12-03. Z I I 1 0 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND I PLAN I WD3. SCALE IN FEET 17 INSTALL MONUMENT CASE AND COVER. 0 20 40 18 SEE SHEET E10 FOR SIDEWALK DETAIL. 19 CONSTRUCT S'X5'X6"THICK CONCRETE PAD AROUND HYDRANT PER COR STD PLAN 310.1,SEE WA SHEETS. LEGEND: -———- RIGHT-OF-WAY — — . TEMPORARY CONSTRUCTION EASEMENT CEMENT CONC.SIDEWALK . 430' .... CLASS 4000 CEMENT CONC. 0 SIDEWALK/DRIVEWAY ENTRANCE ' ...... HMA CL1/2'PG 64-22 WITH FULL DEPTH EXISTING GRADE AT _ RECYCLED PAVEMENT C-LINE(TYP) -----------.------ �p/�/-�/ HMACLI/2'PG64-22DRIVEWAY [mil /�� APPROACH ---- - - • • LANDSCAPE AREA-SEE LANDSCAPE PLANS . \\ .. ROADWAY HMA CL1/2"PG 64-22 FULL DEPTH 420' - -- - • 420' �HMACL Y2'PG 64-222"MIN OVERLAY EXISTING GRADE AT C-LINE(TYP) . c c N N N ry V O V N N 00 aD V ,� V V- V - C ? V 891+00 892+00 893+00 894+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' — Yea SURVEYED: `P"�`�`4 ®A CITY OF RENTON DUVALL AVE NE DRAWING NO. RD2 C�`�OF�Asy� L'yy DRAWN BY: CID CONFORMED SET PROJECT NO. 2141779045 ''y ��'� DESIGN BY: DVS n•-• -�" .�' PUBLIC WORKS DEPARTMENT U( R ' a'r'ainetr x� ''` TRANSPORTATION DIVISION FED AID NO, l � y CHECK BY: JLD • .,... ., s A'- PLAN AND PROFILE APPR VE FOR CONSTRUCTION saole Q' 1011138n1 AVENUE SC.S"�1E 100 ¢ DATE: FEB2021 � @ 0, ,h. PRO MGR: CMC PUYALLUP,WASNt4T.war. I �p STA 891+50 TO STA 894+00 �.�E,`FONAL'�e'" r m eemr es3iwcrv� �y J '� / /f NUMBER REVISION DESCRIPTION BY APP. DATE ♦R�NiAL 1. ' ,,,,.,n,,, FILE:PU2 1417 7904 5-RD.dwg : m BY:" /ram ...__ DATE:�t��( �� SHEET 2 OF 10 SHEET NO. 18 OF 94 INOTES: 1 1 O CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW SHEETS. 0 L .. -_ _ CONSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN 102. • - - 3 CONSTRUCT CEMENT CONC TRAFFIC CURB AND GUTTER PER _ ..... ....... ._. COR STD PLAN 101. STA 895+08.0, ' O0.0 PT O PLAN 101.E CEMENT CONC.PEDESTRIAN CURB PER COR STD 14 C-LINE DUVALL AVENUE NE D PT STA 895+14.36 y+00 895+00 PTPLAN 101. CEMENT CONC.TRAFFIC CURB PER COR STD O O T 14 -I 5 CONSTRUCT I _ !1 STA 895+14.4, - �.:_• .'.',:•.-896+00•, _'. - -= __ ___ -PC STA 897+29-11 I 32.5'RT I '- 897+00 - -- - 66 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A r PT - • 898+00 _ Z PER WSDOT STD PLAN F 40.12-03. 0.0 m//// //// -{ 7O;:! 3:L:EPER ENT CONC SINGLE WSDOT ST3.Co CKENED EDEWALKPER / 4�i� RD10 O STA 895+10.0 - _ = 4 __ _ , m 0 CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. to END 2'HIGH WALL STA 895+55.0 STA 896+90.0 _ - Ln m STA 894+70.0 BEGIN 3'HIGH WALL END 3'HIGH WALL END 1.5'HIGH WALL I 11 ADJUST CATCH BASIN. / END 1.5'HIGH WALL BEGIN 1.5'HIGH WALL BEGIN 1'HIGH WALL STA 897+30.0, STA 897+70.0, m O m rri BEGIN 2'HIGH WALL I END 1'HIGH WALL BEGIN 1'HIGH WALL 12 ADJUST MANHOLE. --I (.--STA 894+35.0 END 1'HIGH WALL • 10 p 13 ADJUST VALVE BOX. 0 3 BEGIN 1-5'HIGH WALL 4 5 6 I O 0 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RD10• N 143765-01201 143765-0130 143785-0140 I143765 0150 IO CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B, / i 15 PER WSDOT STD PLAN F-40.12-03. // I 16 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. PLAN SCALE IN FEET 17 INSTALL MONUMENT CASE AND COVER. 18 0 20 40 SEE SHEET E10 FOR SIDEWALK DETAIL- _ _.. 450' NSTRUCT 5.X5'X6"THICK 19 HYYDRANT PERP COR STD LAN CONCRETE10.1 SEE WA SHEETS. ' LEGEND: --- RIGHT-OF-WAY • - - TEMPORARY CONSTRUCTION EASEMENT CEMENT CONC.SIDEWALK 440' . 440' _ SIDEWALK/DRIVEWAY ENTRANCE "-` CLASS 4000 CEMENT CONC LK/D ,�HMA CL PG 64-22 WITH FULL DEPTH 1 RECYCLED PAVEMENT PROPOSED jf/� A PROACH pG 64-22 DRIVEWAY G AT C •RADE -LINE (TYP) a PVI STA 898+02.79 LANDSCAPE AREA-SEE LANDSCAPE PLANS 1 EL=431.63� \ HMA CL1/"PG 64-22 FULL DEPTH ____ PVI STA 895+08.21 EL=429.20 90 0.82 \\ ROADWAY 430' 430' /// , HMA CLY"PG 64-22 2"MIN OVERLAY \_PVI STA 898+03.00 • EL=431.13 PVI STA 895+08-00 EXISTING GRADE AT C-LINE(TYP) EXISTING GRADE AT -� '-PROPOSED GRADE AT EL=428.70 C-LINE(TYP) ; C-UNE(TYP) . .. \ / ' q v ,o o'sm .-.5( N, v rn ao - m,^„ .-, . ,,,m t g so m o 0 0 0 o o o6nov c v- a a., v vd �v v-a v a v v a v c-Q v d. v 894+00 895+00 896+00 897+00 898+00 898+50 - PROFILE HORIZ: 1"=20' VERT: 1"=4' SURVEYED: p D 3 �`�"'w RIA'� CITY OF RENTON DUVALL AVE NE DRAWING NO. f� C .% --*-Hf, DRAWN BY: OD CONFORMED SET yZ i o' _ PROJECT NO. 2141779045 a. rr N w - PUBLIC WORKS DEPARTMENT u y .y DESIGN BY: DVS _ TRANSPORTATION DIVISION CHECK BY: JLD �_ara-.-.. lX,^ FED AID NO, - ----> ' PLAN AND PROFILE - ' APPROVED RCONSTRUCTION •0 36018 F?',� PROJ MGR: CMC UM b•OnuVENUE SE.SURE+00 7 DATE: FEB 2021. �b 4. soP YALLUP.WASHINGT 1 LOOM / STA 894+00 TO STA 898+50 �tscf•R T.l9LoaLL00 f.t51461ETT1 .mil.'/i - 4f /2f SHEET NO. 19.,OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE 1 ��6��azmr»x� FRE:pU214177904S-RD.dwg ---v..,.�.mi<�m� BY:�.f-•>o �_... ........ ........ DATE: �1 SHEET 3 OF 10 • NOTES: O CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW ' SHEETS. 0 CONSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN • 102. 0 f 0 CONSTRUCT CEMENT CONC.TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. --i _ - - p NSTRUCT CEMEN CONC.PEDESTRIAN CURB PER CO STD - PLAN 101- _ uJ • • / = CONSTRUCT CEMENT CONC TRAFFIC CURB PER COR STD __ .- _ -... . _.-.... ,:: / _ O PLAN 101. I- /Z/ a TA 902+0 O T O CO MP TYPE PARALLEL A 14 S w w in PER WSDOT STD PLAN F-40.12-03. RA VV) PT STA 899+24.21 C-LINE • J O JW _ 899+00 _ { 900+00 I / 9011+00 - { - 9021+00 - 903 O O CONSTRUCT CEMENT CONC.CURB RAMP TYPE DIRECTION A PER WSDOT STD PLAN F 40.6 0351NGLE in o DUVALL AVENUE NE < 0 CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2,SHEET RD10. co°,FOP rSTA 899+24.2, y I A 9032.5'RT w , �32.5'RT BEGIN ////�� /� /�� = O NOT USED. / / / PT / 2 3 �j / �i CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. P. A - _ - ___ _ -_ ADJUST CATCH BASIN. i� - � /• s, / STA 901+75.0, STA 901+94.0,' STA 902+0, 12 ADJUST MANHOLE. _ SEE SHEET GR3 t F . • • c~ ` 1 10 39.0'RT BEGIN O END RTO O 10 STA 899+30.0, _• 0 w /, . ,,, 1//fj • 14 39.0'RT CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RD10. I. Z BEGIN 1'HIGH WALL I 8 15 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B, STA 900+18.9, 143765-0230 PER WSDOT STD PLAN F-40.12-03. • 74.1'RT y I I BEGIN ©© 16 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS W D2 AND W D3. PLAN• SCALE IN FEET 17 INSTALL MONUMENT CASE AND COVER. 0 20 40 18 SEE SHEET E10 FOR SIDEWALK DETAIL. 450' : 4 '50 CONSTRUCT S'XS'X6"THICK CONCRETE PAD AROUND 1 HYDRANT PER COR STD PLAN 310.1,SEE WA SHEETS. LEGEND: — ———— RIGHT-OF-WAY - - TEMPORARY CONSTRUCTION EASEMENT . ( CEMENT CONC.SIDEWALK . ... .. .. . . . .._ PROPOSED440 L�.._..._.• SIDEWALK/DRIVEWAY ENTRANCE CLASS 4000 CEMENT CONC. 440'' GRADEAT- %::' S ALK/D C-LINE(TYP) CL ' PG EXISTING GRADE AT \ PVI STA 902+12.71 RECYCLEDPAVEMENT WITH FULL DEPTH HMA64 22 C-LINE(TYP) \ EL=434.95 \ ��f/ff/APPROACH PG 64-22 DRIVEWAY :..................... • LANDSCAPE AREA-SEE LANDSCAPE PLANS - -- PVI STA 902+12.50 HM� A CL1/Z'PG 64-22 FULL DEPTH EL=434.45 ROADWAY • • 17777 430 • 430HMA CLY2"PG 64-22 2"MIN OVERLAY EXISTING GRADE AT.--- PROPOSED GRADE AT . C-LINE(TYP) \\ [CLINE(TYP) r ' en O O C V V C' d' V' <T O V d' V' d'C' d' C 898+50 899+00 900+00 901+00 902+00 903+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' ptA$ SURVEYED: DUVALLAVE NE DRAWING NO. RD4 _,'•P -7E CITY OF RENTON T.��OF^Asgi 9 -- DRAWN BY: CJD I CONFORMED SET PROJECT NO. 2141779045 .s '( _ PUBLIC WORKS DEPARTMENT 'y F DESIGN BY: DVS `- TRANSPORTATION DIVISION CHECK BY. JLD -:�ar RlEtr X•', PLAN AND PROFILE FED MD NO. ) �10.sem AVENUE Sr.SUITE tM APPROVE fOR CONSTRUCTION DATE: FEB 207.1 e O15 PROJ MGR: CMC Eu A w.wAs„, .« >, ( STA 898+50 TO STA 903+00 IS7E4 �+<' r 253.eem f 2.Mrs eNvi /� /yA 7f/.41/4/ NUMBER REVISION DESCRIPTION BY APP. DATE .4 Q9NA wnv,,+, FILE:PU2141779045-RD.dwg V^�- .o=== BY.,/ ... 7 DATE:1 SHEET 4 OF 10 SHEET NO. 20 OF 94 , 1 . .. ,- ,? : i I NOTES: I ' 0 CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW I 1 i ;: • I• SHEETS. 9 47-STA 906+53.1, I ' STA 905+65.1, STA 906+17.8,1- . ' IT r STA 903+71.0 102305-9112 0 38.0'LT END /---N 46.0IT i ' L.3) END - '' . 54.2LT 0 0 , --,..••• •••-•• , ,.., END 0 CONSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN • <, 102. - END l'HIGH WALL ,, 8 STA 903+61.0, BEGIN 1.5'HIGH WALL STA 904+22.0,0 I . :• ' .•,- ''70 38.011- i 38.0'LT 038.01T • „ SEE SHEET GR40- • ' - . \ s 0 CONSTRUCT CEMENT CONC.TRAFFIC CURB AND GUTTER PER BEGIN l'HIGH WALL END 1.5'HIGH WALL BEGIN •.,,--..-.L__:_.\ • COR STD PLAN 101. - ; .---'• ST--, -STA 906+54.4, • • • dl- ',-:',' - 0 .-___ a;_ " ' . ,„.. R=25' , -;, -I, ''''''''49.4'LT ---------------------- 0 0 CONSTRUCT CEMENT CONC.PEDESTRIAN CURB PER COR STD , • - , END CC•. - . . PLAN 101. . , . . - ------ i 0 CONSTRUCT CEMENT CONC.TRAFFIC CURB PER COR STD PLAN 101. . . L1-1 .32.9.LT END L.L.L L.LJ 0 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A 1,-.Y, _ .. . ,,,BEGIN TLW Irir AP _ , . . " L.r) PER WSDOT STD PLAN F-40.12-03. 32.5'11,..TC STA 906+35.3, 0 0 01.013 0 0 /--C-LINE .„......-PI STA 906+45.21 907+00 . 905+00 . 906+00 90 + 0 CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE ";• -+ ____ 1 :--- i ' 1 - 00 2 ::-::::::::::::::::::::::::::::::::!:::::::-:--.--------:-::''-:-::P< - - DIRECTION A PER WSDOT STD PLAN F-40.16-03. ,,-"'" CAC) al - -STA 903+96.2, DUVALL AVENUE NE STA 905+96---- PI STA 906+35.13 • < 0.0'T 10 BEGIN < 0 CONSTRUCT-THICKENED EDGE AT BACK OF SIDEWALK PER I- DETAIL 2,SHEET RD10. I- END , Ai tri in _• ,• , . . . . U.1 ' ' , . . .1 Z 0 NOT USED. Z . , .. - . E •E It, • • - • , „ ' , - - - 4..-)Aik, . , ,•„ . ..._ • 0 CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. . . , . • -i=r- '--•--' ''•:\ \,:' ‘..".,'R=25' .v..."....--i-,..., , - -.:...,.. .- , - - - ,. .-- . . ,..., • c.-5C7 ' . , _ . . i' ' • '. ::), ' ''.4. 4 2\,''' ''••\ •.-N R=35''I' - -- „ ..,.. _ ., ADJUST CATCH BASIN. 0\\‘'\ \•\\\''\\\* ' - 2 0 ADJUST MANHOLE. --e , 0 0 PC \ r 1111•,,i.ii:;•\•„ ,..:,.,\•‘ . 0 ADJUST VALVE BOX. a , \ a b‘.\.\\\ \\s / -I'/ • • .• ' -STA 903+15.0, 8 e STA 905+25.0, , 39.0'RT / t3.7) • 41 ' 0 SEE SHEET GR5 e CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RD10. 39.0'RT BEGIN 1'HIGH WALL 41 : 143765-02301 END 1.'HIGH WALL SEE SHEET GR4 , Tfi ' I 0 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B, 411 I PER WSDOT STD PLAN F-40.12-03. t.L.L • I I Z 8CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. PLAN I : 0 INSTALL MONUMENT CASE AND COVER. C - :, SCALE IN FEET L ji 0 SEE SHEET E10 FOR SIDEWALK DETAIL 0 20 40 ' . .. - • . (:-.-:\ CONSTRUCT S'XSOL6"THICK CONCRETE PAD AROUND . • ' ‘,..-L.,./' HYDRANT PER COR STD PLAN 310.1,SEE WA SHEETS. ' . LEGEND: . . . 208 VC ----- RIGHT-OF-WAY PVI STA 908+08.13• . _.. 450' - - TEMPORARY CONSTRUCTION EASEMENT EL=439.20' . . K=161.52. • '. . . • o . i CEMENT CONC.SIDEWALK , . ' al ai •• ' . 2 L....,.:'., : ::::t.-i CLASS 4000 CEMENT CONC. . • o, 1.-,:,•"-1,,-.-:." %.2.,::•..,....J SIDEWALK/DRIVEWAY ENTRANCE - `. I . , ? • • . ' . + 06 ,. . . HMA CL1/2"PG 64-22 WITH FULL DEPTH I . RECYCLED PAVEMENT ara ' • ' _.- . . , 1-•0i. . - _ EXISTING GRADE AT- /HMA CL1/2"PG 64-22 DRIVEWAY >-1 . _LZ APPROACH , C-LINE(TYP) I CO LAJ :. 440' . , _..............._... . : . . _PVI STA 903+95.95 • • PVI STA 905+95.67 - - - - • - - • • --- LANDSCAPE AREA-SEE LANDSCAPE PLANS. . i EL=436.52 EL=437.55-\ 0.78% - • - . . . . . . . . . . . • ‘ \N..," HoMAADCw1 PG 64-22 FULL DEPTH • , . • 0.76% ' ' ' - 1•( , I . • • ,• 0.85% . , • ,HMA CL Y2,"PG 64-22 2"MIN OVERLAY . , . \ PVI STA 903+96.16 PROPOSED GRADE AT ' C-LINE(TYP) J. . EL=436.02 EXISTING GRADE AT- r PROPOSED GRADE AT ' . C-UNE(TIP) \ /I C-LINE(TYP) . . 430, . . • • \ 1 LO l',.. q CTI ul. 01 L.. cd • cd • oi • co ' co ' „., m co ,,. co 01 m. ..o ro 0-, m e-•en • , . . . 903+00 904+00 905+00 906+00 907+00 908+00 , . -' - PROFILE HORIZ: 1.20' VERT: 1.4' SURVEYED: RD5 A"etoRovi• : CITY OF RENTON DUVALL AVE NE DRAWING NO. 1 l''''''' DRAWN BY: CID • PROJECT NO. 2141779045 PUBLIC WORKS DEPARTMENT 6 DESIGN BY: DVS . --.- La -=••.1 Patanietrix:;-• CONFORMED SET TRANSPORTATION DIVISION FED AID NO. CHECK BY: JLD PLAN AND PROFILE ' APPROVED FOR CONSTRUCTION DATE: FEB 2021 Al,-389110 R. 1019 Ohl AVENUE SE.SUITE. L' STA 903+00 TO STA 908+00 'A'''zisIste'+4' PROJ MGR: CMC . PUTALLINI.WASHINGTON 9,17.1 `..._,... ..4---, SHEET NO. 21 OF 94 / ' •. 110 T 253 SSA WV F.tS.1 60.1 CM BY: /:' ./:, DATE:7.Z/4/.2.(_ SHEET 5 OF 10 NUMBER REVISION DESCRIPTION BY APP._ DATF- ''''n'2' FILE:PU2141779045-RD.dwg . NOTES: CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW 1W SHEETS. 0. . CC , 2 CONSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN —..— — 102 . . . . . _ . . - — . j_-- -- ;__` O 1. CONSTRUCT CEMENT CONC TRAFFIC CURB AND GUTTER PER 3 MLA I- COR STD PLAN 101. Ul w STA 908+36.1, STA 908+66.2, 2 w STA 909+12.4, STA 912+93.5, 0 CONSTRUCT CEMENT CONC.PEDESTRIAN CURB:::: STD MATNG;,. C-LINE S CONSTRUCT CEMENT CONC.TRAFFRBPER 03 0+00 • 909+00 ✓'.:-- _ _ . . _ . . -' -.•910+00':•--.'.'.•.'.-:•:'S•.•. . . . .'.'.---.•.---.•.'.'.'.•. 911+00'.-.-.'.---.-.'.-.-.-.-.'.'.-. .' .-.•.-.'.'-----------------912+p0.-.-.-_-_'.- -.-.-.-.-. 9130 PLAN 101. Q PI STA908+35.21 ------ tv1 O CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A I— --/ PI STA 912+93.50 PER WSDOT STD PLAN F-40.12-03. v) DUVALL AVENUE NE Z ¢� ® H 0 CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE : DIRECTION A PER WSDOT STD PLAN F-40.16-03. Lu C.)tI--- — O CONSTRUCT EDGE AT BACK OF SIDEWALK PER . DETAIL SHEET RD10 J Q 0 NOT USED. / STA 912+93.8,= 10 CONSTRUCT CAST-IN-PLACE WALL PER SHEET WDl. ©©32.5'RT MATCH EXISTING BEGIN, Il ADJUST CATCH BASIN. f 12 ADJUST MANHOLE. PLAN 13 ADJUST VALVE BOX. SCALE IN FEET 4.1�� 0 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RD10. 0 20 40 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 r 16 WD3. - 0 INSTALL MONUMENT CASE AND COVER. 208'VC 161'VC 18 SEE SHEET E10 FOR SIDEWALK DETAIL. PVI STA 908+08.13 PVI STA 909+93.23 450' 450' EL=439.20' EL=438.75' O CONSTRUCT S XS'X6"THICK CONCRETE PAD AROUND K=161.52 K=161.01 150'VC 19 HYDRANT PER COR STD PLAN 310.1,SEE WA SHEETS. 0 PVI STA 912+25.00 LEGEND: n EL=434.54' ———— n o K=647.63 — RIGHT-OF-WAY .... .. oo .. — — TEMPORARY CONSTRUCTION EASEMENT m m nLn T Ia j CEMENT CONC.SIDEWALK m o N v,m .-�•v o »-� o e - m m of . m W PVI STA 909+12.57 H Ir.• PVI STA 911+05.40 ''-'.) oo '::-..,-» ''.:- CLASS 4000 CEMENT CONC. 111 EL=439.17 EL 437.05 $�qp SIDEWALK/DRIVEWAY ENTRANCE ? F LK/D w W f(/r vim ; ---_-- > ITHFULLDEPTH o • CD ti� ---- RECYCLED PAVEMENT PVI STA909+12.36 — -- ------ y^, HMACL14"PG64-22DRIVEWAY 524u vr EL=438.67 ------ v n /I APPROACH w w — — ---------- --- NDSCAPEARFA-SEE LANDSCAPE PLANS / \\\\\�HMA CL 1/z'PG 64-22 FULL DEPTH EXISTING GRADE AT ' (TYP) I PROPOSEDAT J ROADWAY C-LINE GRADE / 430' _ _- C-LINE(TYP) 430' //�1.. / 1 :, ____. HMA CL/2 PG 64-22 2"MIN OVERLAY EXISTING GRADE AT PROPOSED GRADE AT C-LINE(TYP) C-LI (TYP) TYP NE 7 m 7 o,� o o0 07 n.m o , n 0)7 �:.0 n`7 m . ro 7 ry m n o rv:ow nrn .-�"M m oo m co m m m •co co m m oo M ao M ao �^.�ao n n n_n w-_n• :n.. '^„.o '^“, v •vi M-v ^'' • m . � C �'C �'d' �C' d'< v V v V �Q O -< �.< V V R v �T V V a V R <:C <'rn d' 908+00 909+00 910+00 911+00 912+00 913+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' — SURVEYED. .._._.. CITY OF RENTON RD6 `�osov( DUVALL AVE NE DRAWING NO. 4 of w4";'GJ, DRAWN BY: CID PROJECT NO. 2141779045 ��F$ _ . PUBLIC WORKS DEPARTMENT �, °�xo DESIGN BY: DVS •Parametrix CONFORMED SET TRANSPORTATION DIVISION q < FED AID NO. CHECK BY: JLD PLAN AND PROFILE ,.,,. rH AVENUE SE.scare 100 ` APPROVED FOR CONSTRUCTION PROI MGR: CIVIC rurauo.^wnswacros un9n ''� STA 908+00 TO STA 913+00 DATE: FEB 2021 1.2690w.0600 F.200 00 000 VVV �(�K?f SHEET NO. 22 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE ' . 'mom' FILE:PU2141779045-RD.dwg tea-«« I BY;w"i, DATE:7 ,.__._. SHEET 6 OF 10 TRANSITION WEST SIDE CROSS I NOTES: SLOPE FROM-3%TO-2% CHURCH DWY S- STA 915+60,- CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW - BEGIN WEST SIDE CROSS `�� STA 914+85-2, SEE SHEET DW2 O SHEETS. SLOPE TRANSITION END WEST SIDE CROSS STA 917+96.2, SLOPE TRANSITION 32.5'LT 0 CONSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN . 00 102. to cC 0 �� - _.,m • � �� - - COR STD PLAN 101. CONC.TRAFFIC CURB AND GUTTER PER oC . "r ... ... .... ... . .. .. ... -... _ - .- _ ... w _-.. ..;. O CONSTRUCT CEMENT w - -y _ = CEMENT CONC PEDESTRIAN CURB PER COR STD w I ir.- ' -- --- �': _ - " Vl O PLAN 101Ci _ w vi w w N SO CONSTRUCT CEMENT CONC.TRAFFIC CURB PER COR STD w STA 915+80.3, N n O PLAN 101. O . . .` \C-LINE T 14 WRAMP TYPE PARALLEL A CONSTRUCT CEMENT CONC.CURB 0. L END O nl+00_• '-'--•- - -_•914±00•-•-::- --•-••'•----------'- -'•915+00-'-'-.-•••••-.••••' _•_•----•_••••••'-••'•'•••••• ._. 916+00 . - 917+00 91: ail PER WSDOT STD PLAN F 40.12 03. y`, STA 917+18.0, STA 917 33 O CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE Q 34.3'RT a 38.0'RT DIRECTION A PER WSDOT STD PLAN F-40.16-03. O PRIVATE DWY O 38.0'RT+ .. .. F- RELOCATE - 10 END 1'HIGH WALL' a.- w SEE SHEET DW1 END 16 z w MAIL g +85.5,32.5'RT J CONSTRUCT THICKENEDEDGE AT BACK OF SIDEWALK PER Z ® D ALL AVENUE NE 16 BEGIN „.. BEGIN 1'HIGH WALL 10 O DETAIL 2,SHEET RD10. ...._EX- BOX STA _ A 1- 1 9 1 NOT USED. Q Y - - -- .i_"".::,�� . P.. .. . P.. 0 CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. _ P --STA 913+03,8, STA 914+27.4,--- -- STA 914+42.7, ' ' - STA 915+80.0,= STA 916+27.3,_ ► .. i - STA 917+33.0,43.8'RT AP ADJUST CATCH BASIN P fl ' 10 -" STA 916+29.9, _III I • 38.0'RT O 38.0'RT j 38.0'RT 38.0'RT 38.0'RT AP STA 916+67.8, ! `--STA 917+18.0, 1 40.5'RTAP / I L / O ADJUST MANHOLE. •BEGIN 1'HIGH WALL END 1'HIGH WALL, / 38.1'RT AP 43.8'RT AP 12 STA 914+29.9, STA 914+40.2, BEGIN 4'HIGH WALL STA 916+40.2, STA 916+79-6, STA 916+95.0, STA 916+67.7,- : l 40,1'RT END 4' _38.2'RT AP 12 13 ADJUST VALVE BOX. 10 40.5'RT 40-5'RT 40.5'RTAP 41.0'RTAP I HIGH WALL \ 102305 9277 AP AP STA 3810'RT AP I I I STA 916+75.9, -STA 916+91.2, If 102305-9081 38.0'RT,AP 40.2'RT 14 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RD10. PROVIDE MAXIMUM 111 "STA 916+72.2, BEGIN 1'HIGH WALL CONCRETE HYDRANT PAD '-'SiI � 38.1'RT AP 15 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B, WIDTH WITHIN ROW , -STA 916+72.2, PER WSDOT STD PLAN F-40.12-03. 41.0'RT AP CONSTRUCT CAST-IN-PLACE WALL PER SHEETS W D2 AND - PLAN 4) 16 WD3- SCALE IN FEET 0 INSTALL MONUMENT CASE AND COVER. 0 20 40 18 SEE SHEET E10 FOR SIDEWALK DETAIL 19CONSTRUCT 5'XS'X6"THICK CONCRETE PAD AROUND HYDRANT PER COR STD PLAN 310.1,SEE WA SHEETS. • . -. . LEGEND: 80 VC ----- RIGHT-OF-WAY �loo t __ J PVI STA 915+40.04- 440' - - TEMPORARY CONSTRUCTION EASEMENT o EL 428.02' 70'VC + o K=736.60 - ' o PVI STA 916+15.15 - ' o • CEMENT CONC.SIDEWALK EL=425.98' m • o K=735.91 CLASS 4000 CEMENT CONC. > ' o• ^ .......... .... ._..._.-._._. -.__._.• ' SIDEWALK/DRIVEWAY ENTRANCE w w PVI STA 913+00:00............... ... + Go • m....._. .00. . EL=432.80 m o HMA CL%"PG 64-22 WITH FULL DEPTH PVI STA 913+35.32 M T ool RECYCLED PAVEMENT • __ 2.33%; E1=431-98 • i_ •m �• •;CO+ ' 0 -" ------ >IN ii rn m // � HMACL�"PG 64-22 DRIVEWAY - -- 1.94% ti • • APPROACH • 430' - -----_ n .. N 430' ---------_ I PVI STA415+80.09 1' u ¢ • __ EL 427.20 `° v� NDSCAPE AREA-SEE LANDSCAPE PLANS J LA ___ 0 11 EXISTING GRADE AT PROPOSED GRADE AT- - w w f C-LINE(TYP) , il \\�\\ HMA CL%Z":::: -22FULLDEPTH• ADWAY• A 222 MIN OVERLAY CL1/2' EL=426.69 2.14% EXISTING GRADE AT-, PROPOSED GRADE AT C-LINE(TYP) C-LINE(TYP) • 420' , / 420' ` O:N vt O N V1 n O ry ✓1 OI N V^ �/ R:m 00 V:N Q�n V .n M.h-t . �• N � N - "I - O O O m m Ol N N W co h-N N'n <NI h - N to vl N 4 N r`, N Rl V 4 4 Q:� V V V Q d' cT V d'R �' V �:V V rV N N TV C v ' V Q' V O Q �:� • 913+00 914+00 915+00 PROFILE 916+00 917+00 918+00 HORIZ: 1"=20' - VERT: 1"=4' 1 ��10111, SURVEYED: RD7 .!'�� a . _- CITY OF RENTON DUVALL AVE NE DRAWING NO. v� : Ot`^�t, t DRAWN BY: CJD CONFORMED SET PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 VK aS• NT\v _ _ �c`� o DESIGN BY: DVS FED AID NO. U y\� Parametnx- .l • TRANSPORTATION DIVISION CHECK BY: no PLAN AND PROFILE 101839TFUVENUE SE.SU�TL 100 APPROVED FOR CONSTRUCTION lame ' PROJ MGR: CMC ! DATE: FEB 2021 F 4'ec sTIvY'9 NJ,. �''/SR STA 913+00 TO STA 918+00 NUMBER REVISION DESCRIPTION BY APP. DATE �r•Sr-- --4�° „,,,u,�„ FILE:PU2 14 17 79045-RD.dwg n•.:•:�:I.�: BY _c G DATE: '- SHEET 7 OF 10 SHEET NO. 23 OF 94 NOTES: CHURCH DWYN- STA919+70.1, SEE SHEET DW2 N I —74.4'LT, 3 14 I 15 149450-0050 1 STA 918+85.7, BEGIN O 516970-0095 O SHEETS. UCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW 1 r 32.5'LT _ \I CEMENT CONC SIDEWALK PER T PLAN I- I STA 919+69 p 59.O'LT, 2 CONSTRUCT C R COR STD 'STA 919+46.3, •ul ''• \IA PC 3 1 GROCERY BACK DWY '';�' STA 921+85.3, O 102. I 46.8'LT, SEE SHEET DW3 \ 38.0'LT w O END I� O SEE SHEETGR6 O SEE SHEET STA 921+43.9, . ' -BEGIN 8 ----• — — — _ O CONSTRUCT CEMENT CONC.TRAFFIC CURB AND GUTTER PER N �� —® - 32.5'LT COR STD PLAN 101- Z A0r i L afrPER COR STD_ S- -_ _ _ : :::::::::::R::::::0 .T- \\\\\ ' R COR STD STA 919+24.6, ;, R=25' 1 PLAN 101. 32.5'LT 01 PC R=15' ® `- STA 919+91.7, WATER MAIN TO BE • '•,'- w O CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A Q 32.5'LT ABANDONED PER SP SHEETS w PER WSDOT STD PLAN F-40.12-03- c~n • PT O .. 922+90, v� 39.5LT O O7 CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE z +00 P919+00+35.21 - a •920+00 1 \921+00 . . ._.. 922+00. . .. STA B.71 ST 918+78.0, p I STA 919+52 5, I 923 rn DIRECTION A PER WSDOTSTD PLAN F 40-16-03. = 10 38.0'RT Pti STA 918+98.5, 0.1'RT PI STA 919+91.70 h CLINE (' CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER U E 1'HIGH WALL 38.0'RT 17 a. ati DETAIL 2,SHEET RDIO- Q 16 BEGIN 'ANSITION WALL END ` 11 : L 2 'IGHT FROM I'TO 2' ;. _. .,.,.,.. v~i 99 NOT USED. 13 DUV L' AVENUE NE BEGIN 0 -P .P _ .., P;. p" ... -."_. -.._.. .. _.... V.Y.. - ... .- . .. .. .- ... — 10 CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1- n z P ..__ . 45 3 919+55.9.''- RT, __..:_. •Y 3 r _,._. ...... 11 ADJUST CATCH BASIN. — r , � ,.; Ti r/ i 12 ADJUST MANHOLE. STA 918+27.4,- _ :' .. ......... 38.0'RT,AP - — -� + ;c; 13 ADJUST VALVE BOX- ............ Q STA 918 98-5, • O STA 918+29.9,- ' STA 919+33.8, CURB AND GUTTER AND SIDEWALK r j 43.8'RT 10 1 REPAIR AS NEEDED,SEE SHEET PU2 40.5'RT,AP LSTA 918+42 7 AP 41-2'RT, 14 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET ROW. • STA 918+40.2,- 38.0'RT,AP 12 END 1'HIGH WALL 7 SEE SHEET GR5 40.5'RT,AP 15 102305-9081 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B, 43.8'RT, STA 919+25-8, PER WSDOT STD PLAN F 40.12-03- 38-1'RT,AP BEGIN 2'HIGH WALL CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND END 2'HIGH WALL 16 BEGIN TRANSITION WALL HEIGHT PLAN WD3. FROM 2'TOI' , SCALE IN FEET 17 INSTALL MONUMENT CASE AND COVER. 0 20 40 1g SEE SHEET E10 FOR SIDEWALK DETAIL. • 430' 30 6"THICK CONCRETE PAD AROUND O19 CONSTRUCT 5'XS'X HYDRANT PER COR STD PLAN 310.1,SEE WA SHEETS. LEGEND: ————— RIGHT-OF-WAY — — TEMPORARY CONSTRUCTION EASEMENT PVI STA919+26.Od r CEMENT CONC.SIDEWALK I EL=419.33 L.DE AT SIDEWALK/DRIVEWAY RIVEWAY ENTRANCE CLASS 40dO CEMENT CONC EXISTING GRADE 420' `r`:;'�S ALK/D 420' 'C-LINE(TYP) ---- __ HMACL�"PG64-22 WITH FULL DEPTH ------ RECYCLED PAVEMENT • /._l��C� <C/�1 APPROACH PG 64-22 DRIVEWAY PROPOSED GRADE AT ------ -- • -- - - • - - -\ �LANDSCAPEAREA-SEELANOSCAPEPLANS C-LINE(TYP) \ EL 415.42 PVI STA 1+25.00 ------ ------_ �ROADWAY PG 64-22 FULL DEPTH 410' 10 - ` /i HMA CL 5/2"PG 64-22 2"MIN OVERLAY EXISTING GRADE AT-, PROPOSED GRADE AT C-LINE(TYP) ; / C-LINE(TYP) 1 f . Oi , ,D �N O1 Q M O N a0,mT, ^O !�,"-� N n •m O O N O n �.N • .-• - Q O.0 al M .�-1 M m W a0 - „ ,,, • lr-iD,ri -'•‘xi,n t(1 Q ti ti .Q.4 M M N ,N4 .N-i Nr-iC , Q Q Q Q Q Q" Q Q Q Q Q Q Q a Q--' ti Q Q Q a Q Q a a Q a a Q Q Q Q Q a Q Q Q,Q 918+00 919+00 920+00 921+00 922+00 923+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' p SURVEYED: DUVALL AVE NE DRAWING NO. RD8 �OROVf ` CITY OF RENTON 4T pf ft.'G DRAWN BY: CID PROJECT NO. 2141779045 t.'�.- PUBLIC WORKS DEPARTMENTo mC DESIGN BY: DVS TRANSPORTATION DIVISIONCHECK BY; JLD Parametrlk- ` CONFORMED SET PLAN AND PROFILE FED AID NO. � -'-- APPROVE pR CONSTRUCTION '`• PROJ MGR: CMC ,619 MTNAVENNE SE.SURE ihI ��/, DATE: FEB 2021 MNALLUP,WA,SNIN4TMO YUJ74 // // STA 918+00 TO STA 923+00 Sg7 T m 6w MOO I'e3Ad 6799 BY: '-f __-__ DATE-7`46:A( SHEETS OF 10 SHEET NO. 24 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE FILE:PU2141779045-RO.dwg ,•,n•w o-0-00 ---- --- NOTES: —GROCERY S DWY 15 r-GROCERY N DWYO 1 16 CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW SEE SHEET DW3 SEE SHEET DW4 STA 923+51.1, 149450 0050 STA 926+45.8, 1516970-0092 j ' 32.5'LT 32.51T O CONSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN 102. "�" l `_J L . 3 CONSTRUCT COR STD PLANE O1NT CONC.TRAFFIC CURB AND GUTTER PER STA 923+06.7,II' , I I __ v. �1i1 ,. `� 38.0'LT 8 / � . . � �. ;-� • - c0 r_ ��r1„S / 4 CONSTRUCT CEMENT CONC.PEDESTRIAN CURB PER CUR STD END O �� -_ _ . _ _ — — _—_ — —� O PLAN 101. aos . 7"-" �^ O CONSTRUCT CEMENT CONC TRAFFIC CURB PER COR STD f _ Ai_.*- _ • PLAN 101. 1 r a 405 L STA 927+58.7, • O6 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A Z _ WATER MAIN TO BE • PER WSDOT STD PLAN F-40.12-03- fn C-LINE , ABANDONED PER SP SHEETS N ANDO V AB E - 925+00 D 6+000LLA I — 927+00 • MATCH EXISTING 928+00 O CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE VENUE E ° - 924+00 I— I . I — DIRECTION A PER WSDOTSTD PLAN F-40.16-03. 00 — } PT STA 925+05.86 PI STA 926+63.97 O CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER + ti° PC STA 924+04.62— 405 PI STA 927+59.65 8 DETAIL 2,SHEET RD10, b. . O • - 0 NOT USED. N CONSTRUCT CAST-IN-PLACE WALL PER SHEET Will m . cn ::............... .. _ • � - - DJUST CATCH BASIN m ... ... :., _ 12 ADJUST MANHOLE. 23 ,< ` ADJUST VALVE BOX W .. (D CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RD10. PLAN • SCALE IN FEET / IS CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL 6, P ER WSDOT STD PLAN F 40.12 03. 0 20 40 16 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS W D2 AND WD3. I 0 INSTALL MONUMENT CASE AND COVER. 18 SEE SHEET E10 FOR SIDEWALK DETAIL. - 420' 20 O CONSTRUCT 5'XS'X6"THICK CONCRETE PAD AROUND 4 ' I HYDRANT PER COR STD PLAN 310.1,SEE WA SHEETS. 1 PVI926725.25 3s LEGEND: STA EL=403. " ————— RIGHT-OF-WAY N .. K=91,62 — TE MPORARY EMPORARY CONSTRUCTION EASEMENT v CEMENT CONC.SIDEWALK EXISTING GRADE AT . -2-17%-— C-LINE(TYP) a'' —_-- I.� LASS4000 CEMENT CONC. v ?; SIDEWALK/DRIVEWAY ENTRANCE it 410' —"— ! • RECYCLED PAVEMENT WITH FULL DEPTH HMACLY2"PG6422W • __—__ I HMA CLA%"PG 64-22 DRIVEWAY ------ APPROACH . . PROPOSED GRADE AT _ _ LANDSCAPE AREA SEE LANDSCAPE PLANS CLINE(TYP) \��\RHMA OADWAY PG 64-22 FULL DEPTH • • 400 /// MA C 2 PG 64-22 2 MIN OVERLAY H L% • EXISTING GRADE AT-- PROPOSED GRADE AT : • C-LINE(TYP) \ [cIINE(TYP) .o .-. o ,� v �n "!:m .n v o Q �n o ry r m _ .n v„� v 0, �n c ,, r. ,� N o 0 0 0 0 $'o o.o• o-^o o^o o-o• 0 0 0 0 0_o a-o o-o 0 0 0 0 0 0 0 0 0 v v e a v:v v'v 4 a v V v a v a `r , v v v d, v v v v v cT. v v v v d. 923+00 924+00 925+00 926+00 927+00 928+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' SURVEYED: - ,��oaov7 DUVALL AVE NE DRAWING NO. RD9 `, 4F��ry DRAWN BY: CID CITY OF RENTON _ PROJECT NO. 2141779045 r'�f�' _ i - _ PUBLIC WORKS DEPARTMENT FRO AID NO. 7 DESIGN BY: DVS x° o TRANSPORTATION DIVISION PLAN AND PROFILE raralfletriX: u- CONFORMED SET -"- CHECK BY: JLD --_ -- ..- ;�� / ioia. M AVENUE,E.,UiTE iw APPROVED/FOR CONSTRUCTION PROD MGR: CMC PUYALLUP WAS.V.GTON A5R< /,;.t / STA 923+00 TO END DATE: FEB 2021 NUMBER REVISION DESCRIPTION BY APP. DATE / *" �' R T""'H"�"""""""� `� BY:7.'T --- DATE:.-? 1Z-� SHEET NO. -25,OF 94 FILE.PU2141779045-RO.dw SHEET 9 OF 10 C-LINE NOTES: i. • Ol OBJECT MARKER SIGN TYPE 0M3-L. • a DRIVEWAY CROSS SECTION DRIVEWAY WIDTH y CONSTRUCTION NOTES: s.o• I I �� Q VARIES b Ol HMA CL1/"PG 64-22 A A , O n HST — 512'i O CRUSHED SURFACING TOP COURSE Z 1� VARIES L__._.___ ° I iio . WIDTH OF SIDEWALK NS-•4�]- � i4:1 0 CEMENT CONCRETE TRAFFIC CURB PER COR STD • 4• 6( PLAN 101 n O12 a 1... 1.5% ..1 0 1 41 GRAVEL DRIVEWAY 4 o Rss 1 '�� \\ • 4STyji,�� CROSS SECTION 151 , u e 2 NO SCALE TYP 1.5' y"Ifr. A ., a I p - IT -_„ DRIVEWAY WIDTH VARIES C-LINE STA 895+08TO STA 898+03 THICKENED EDGE 1 �51 VARIES NS�2 C LINE STA 902+12 TO STA 903+97 C-LINE STA 909+12 TO STA 915+81 DETAIL / 1 S15S4�1? __ �STq: DETAIL n NO SCALE TYP NO SCALE TYP 08 7"O HMA DRIVEWAY CROSS SECTION NO SCALE TYP 10" DRIVEWAY WIDTH — VARIES 2.5 7.5" „sT1_ NSA . R1.5" (TYP) - 1 �T q•-}_ VARIES p< ` _ N I I =1 -_ --11 0/ O N N HMA DRIVEWAY WITH TRAFFIC CURB • L—FINISHED LANDSCAPING GRADE CROSS SECTION ' NO SCALE TYP 1 TOWARDS TRAFFIC TOWARDS LANDSCAPING #3 REBAR @ 2'SPACING J C-LINE STA 909+12 TO STA 915+80 MODIFIED CEMENT CONC. EXTRUDED CURB TYPE 6 DETAIL, NO SCALE TIP SEE WSDOT STD PLAN F-10.42-00 �O1RD SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. RD1O �¢�wcNw 'G DRAWN BY: CJD .4.e... PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 y DESIGN BY: DVS 't TRANSPORTATION DIVISION V- < Par`ametrix .)' CONFORMED SET FED AID NO. CHECK BY: AD .,� mvavr AVENUEs[,sureroo APPROVED OR CONSTRUCTION CONSTRUCTION AND ROADWAY DETAILS PRO)MGR: CMC DATE: FEB 2021 rurailur,waswr+cto"snit+ 1,;" ,/ NUMBER REVISION DESCRIPTION BY APP. DALE / + 6 T�'"'�"""`"6E00 F.°,3�� ,t 'd SHEET 10 OF 10 @"O"iP1 FILE:PU2141779045-RO.dw 0 /'�^ ' -� DATE:Z r `.r SHEET NO. 26 OF 94 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. DUVALL AVENUE NE 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY -STA 891+89.05 ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK,CURBS, ' 1 32.50'RT CURB RAMPS AND RELATED PROJECT ELEMENTS.TRADITIONAL SURVEY AND FL,PT EL 423.63 STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE _...R=20' --STA 891+93.82 CONTRACTOR THROUGH THE USE OF A CONTRACTOR-SUPPLIED,CALIBRATED, • REVERSE GUTTER PAN TO MATCH TOG EL 424.13 32.50'RT -. 3 4-FOOT LONG"SMART"LEVEL TO DIGITALLY MEASURE SLOPES. FL EL 423.74 EXISTING DRAINAGE CONDITION TOWARDS NE 7TH PL AND DUVALL AVE NE 5. EXISTING AND PROPOSED SIGNAL POLES,STORM STRUCTURES AND UTILITY STRUCTURES ARE SHOWN FOR REFERENCE. 1 TOC EL 424.24 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE STA 891+77.02 6 p3 I o o ALIGNMENT. 36.53'RT 1'L-`'9 � , FL,TOC EL 423.37 @, sW •- CONSTRUCTION NOTES: 111 o o CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A PER TOC EL 423.37 _ O . WSDOT STD PLAN F-40.12-03. .0000 5.00'@1.50% I .o 0 0 0 0 4.76'@ 2.31% O2 CEMENT CONC.PEDESTRIAN CURB PER CITY STD PLAN-101. ; •00000 STA891+72.31 00000• 8p6 3.42'@8.46 •0 0 0 0 0• @ -BOW EL 424.22 BOW EL 424.33 O CEMENT CONC.TRAFFIC CURB AND GUTTER PER CITY STD PLAN-101. 41.56'RT o0000oa �� FL,TOC EL 423.45 • �o••0 0 0• - O4 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. • TOCEL423.45 roO0oo 0 n e,,c). .000, y'' LD,BR EL 423.45 0, 400,@ off OP PCC - TOCEL423.91 G. ?SOo 4, R14' 0 STA 891+70.03-�, o 0 I ."... ..""" . . .. - 46.33'RTAlli h' ,, , LD,BR EL 423.52 _ FL,PCC EL 423.72 `; _I ` �" ADA ELEMENT:• LEGEND: IZ -- - AP - ANGLE POINT _ BOW EL423.99. RAMP BOW- BACK OF SIDEWALK _ , .,...... _.:.. - • o c PCC � BR - BOTTOM OF RAMP R-10 m -, - R4.5 ----_ 0 LANDING EL - ELEVATION Z FL LANDINGW E SW SIDEWALK LD - R ME e`. CROSSWALK PC - POINT OF CURVATURE Ei PCC- POINT OF COMPOUND CURVE / cs, PRC- POINT OF REVERSED CURVE TOC EL 424.71 / -.BOW EL 424.64 �D DRIVEWAY PT -PTA- POINT OF TANGENCY ` / cc, PRC STA 891+71.41 ME MAXIMUM EXTENT FEASIBLE SW - SIDEWALK 55.24'RT v w R14.5' TOC- TOP OF CURB FL,PRC EL 424.33rs DUVALL AVE NE/NE 7TH PL TR - TOP OF RAMP (� NE CORNER - SAMPLE GRADE BREAK .. R_9'-----_ BOW EL425.20 • • TOC ELazs.l2 RAMP DETAIL 4N co• '@ 1.50% SCALE IN FEET /1 STA 891+73.01- 5. 00 iiiTTTI 59.20'RT �' FLEL424.62 0 3 6 . " MATCH EXISTING MATCH EXISTING: • STA 891+73.07 61.36'RT FL,MATCH EXISTING , SURVEYED: GR1 l�•R0V7, CITY OF RENTON DUVALL AVE NE DRAWING NO. L�e6oYi O� DRAWN BY: MR o�F DESIGN BY: DVS - '' »�" PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 �t y o TRANSPORTATION DIVISION a a ',harBfltet�IX'' CONFORMED SET FED AID NO. CHECK BY: MEK _ - PLAN AND GRADING ^-` APPROVED FOR CONSTRUCTION assoo low 9971I AVENUE SE,vme MO DATE: FEB 2021 PROI MGR: CMC PUYALLUP.WASH,NUr,Nve,,, :.7 / NE 7TH PL NE CORNER ,zs,804. 00 F as,na OM 1 RY, ___ DATE:7/'/'�/ SHEET NO. 27 OF 94 -NUMBER REVISION DESCRIPTION BY APP. DATE FILE:PU2141779045-GR.dwg `•--. ice" SHEET 1 OF 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'LEVEL TO DIGITALLY MEASURE SLOPES. 5. EXISTING AND PROPOSED SIGNAL POLES,STORM STRUCTURES AND 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 WSDOT STD PLAN F-40.12-03. DUVALL AVENUE NE DUVALL AVENUE NE 0 CEMENT CONC.PEDESTRIAN CURB PER CITY STD PLAN-101, O"'.. -4.00'@ 1.50% f 4.0O'@ 0.50% 0 CEMENT CONC.TRAFFIC CURB AND GUTTER PER CITY STD PLAN-101. FL EL 425.22-" STA 892+86.56 STA 892+90.56 FL EL 425.49 FL EL 425.86 FFL EL 426.03 STA 893+50.39 STA 893+54.48 4 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. ` 3 32.50'RT 32.50'RT 03 -- \ 32.50'RT //F@// 3S2,50'RT M. ©, O FL EL 425.31 FL EL 425.37 FL EL 425.90 FL EL 425.92 • - _ a 6.00'@6.83% / o 000000c� 8.00'@7.75% 7.00'@6.57% :0000 0 000000 / o0000 00� 9.00'@6 TOC EL 425.72 TOC EL 425.31 0 o o o o o o o c TOC EL 425.37 TOC EL 425.99 o o o 0 o o o ZR 000000000 o TOCEL426.36 TOCEL425.90- )00000000c TOC EL 426.53 0 0 -nnan. o u, .. - 000000000 0\ uJ �n `,�n rl o,„ o TOC EL 425.92 a ri .. I� I� N U U U o @J R❑ @ a aV R SW o a o o o SW SW o @1 LEGEND: Q 0 0 0 o ADA ELEMENT_ ` `n tO 1,..„ `D o o AP - ANGLE POINT 1 n RAMP BOW- BACK OF SIDEWALK r • - _. r} _ - BR - BOTTOM OFRAMP J 6.00' 6.83% j4.00' 8.00' 7.75% l 7.00' 6.57% 4.00' 0.50% lk - n LANDING @ " @ 1.50% @ / EL ELEVATION BOW EL425.81 °O @ a 9.00'@ 6.78% FL - FELO LINE ATIO LD,BR EL 425.40 BOW EL 426.45 LD,BR EL 425.99 LD - LANDING LD,BR EL426.0 �80W EL426.62 SW SIDEWALK LD,BR EL 425,46-/ BOWEL 426.O8J PC - POINT OF CURVATURE n CROSSWALK PCC- POINT OF COMPOUND CURVE PRC- POINT OF REVERSED CURVE nDRIVEWAY PT - POINT OF TANGENCY - STA- STATION nMAXIMUM EXTENT FEASIBLE SW - SIDEWALK DUVALL AVE NE/NE 8TH ST DUVALL AVE NE/NE 8TH ST TOC- TOP OF CURB SE CORNER NE CORNER TR - TOP OF RAMP . RAMP DETAIL4 RAMP DETAIL 4) -- SAMPLE GRADE BREAK SCALE IN FEET .d SCALE IN FEET 0 3 6 0 3 6 SURVEYED:r. CITY OF RENTON GR2- oxov7DUVALL AVE NE DRAWING NO, ti`UY �'O, DRAWN BY: MR • F�e �` ____; PUBUC WORKS DEPARTMENT PROJECT NO 2141779045 c y 'L`t;. $xo DESIGN BY: DVS _ TRANSPORTATION DIVISION D AID NO. ter. Parametriv- CONFORMED SET FE - CHECK BY: MEK_ PLAN AND GRADING "- APPROVED FOR CONSTRUCTION .,.'aavao '"'""'""�M"ESE. SUEZ1" NE 8TH ST SE AND NE CORNERS DATE: FEB 2021 Rtc/srze`' PROD MGR: CMC PUYALLUP,104 C. NUN ` ,nt- rT Q3 auau6w r.zsa WI67 s BY/�•..",-. `__J DATE:7'1"/ r SHEET 2 OF 6 SHEET NO. 28 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE FILE:PU2141779045-GR.dwg ..."� 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 DUVALL AVENUE NE REQUIREMENTS. STA 899+52.84 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY �32.50'RT ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK,CURBS, / FL,50 EL 432.87 CURB RAMPS AND RELATED PROJECT ELEMENTS.TRADITIONAL SURVEY AND 0 STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE / R=25' CONTRACTOR THROUGH THE USE OF A CONTRACTOR-SUPPLIED,CALIBRATED, TOC EL 433.37 STA 899+61.06 4-FOOT LONG"SMART'LEVEL TO DIGITALLY MEASURE SLOPES. _ 33.89'RT FL EL 432.90 5. EXISTING AND PROPOSED SIGNAL POLES,STORM STRUCTURES AND UTILITY _ _ _ TOC EL 432.90 STRUCTURES ARE SHOWN FOR REFERENCE. 8.20'•.`5 7 ,,� 6.63'@ 0.88% 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE • 1% STA 899+67.07 ALIGNMENT. (o" 000•oo• 36.95'RT sW, o 0000000., MATCH EXISTING CONSTRUCTION NOTES: lr) 000000000• ri •000000000• ` � . o •000000000. CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A PER o @ -000000.•, t `D r2.18'@ 7.57% •0 0 0.0 0 0•, 1 WSDOT STD PLAN F-40.12-03. ,/ L •000 -o \, 0CEMENT CONC.PEDESTRIAN CURB PER CITY STD PLAN-101. OCEMENT CONC.TRAFFIC CURB AND GUTTER PER CITY STD PLAN-101. BOW EL 433.46 • TOC ELEV 433.46 G 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN f-45.10 02. © MATCH EXISTING . • \._ BR EL 432.98, . , • ' - . TOC EL433.31 • ' . LEGEND: ADA ELEMENT: AP - ANGLE POINT nRAMP BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP nLANDING EL - ELEVATION FL - FLOWLINE nSIDEWALK LD - LANDING PC - POINT OF CURVATURE n CROSSWALK PCC- POINT OF COMPOUND CURVE I PRC - POINT OF REVERSED CURVE n DRIVEWAY PT - POINT OF TANGENCY • w STA- STATION z n MAXIMUM EXTENT FEASIBLE SW - SIDEWALK DUVALL AVE NE/NE 9TH ST TOC- TOP OF CURB SE CORNER TR - TOP OF RAMP RAMP DETAIL4 — SAMPLE GRADE BREAK SCALE IN FEET 0 3 6 OROV[ ,' SURVEYED: CITY OF RENTON GR3 • ec DUVALL AVE NE DRAWING NO, "' oY / G% DRAWN BY: MR PROJECT NO. 2141779045 o A Py DESIGN BY: DVS - PUBLIC WORKS DEPARTMENT a o TRANSPORTATION DIVISION CHECK BY: MEK �a�ametrlX CONFORMED SET FED AID NO. 0 9 9TMAve uese su E o9 APPROVER FOR CONSTRUCTION PLAN AND GRADING 4 PROD MGR: CMC (.......,.,,,,,,,/, NE 9TH ST SE CORNER DATE: FE82021 RNALLUI•,W.4931 431013983/. 2�`°` F.U�"'� 7./6/2/ SHEET 3 OF 6 SHEET NO. 29 OF 94 °"'°'" FILE:PU2141779045-GR.dwg ••^•�.• BY: �G! GATE: NUMBER REVISION DESCRIPTION BY APP. DATE 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 • STA905+96.60 DUVALL AVENUE NE STANDARDS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELD _ ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADA STA 906+01.68 32.50'RT 0 ' REQUIREMENTS. 33. 2 RT STA 905+94.32 FL,PC EL 436.58 33. 2'R EL 436.64 32.50'RT LD,TOC EL/ 393 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY FL EL 436.56 TOC EL 436.64 ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK,CURBS, TOC EL 437.06- -5.34'@ 1.31% STA 906+06.86 CURB RAMPS AND RELATED PROJECT ELEMENTS.TRADITIONAL SURVEY AND STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE 2.2 '@ 5.75%5.02' @ 5-75� \ O p FL EL0436.71 CONTRACTOR THROUGH THE USE OF A CONTRACTOR-SUPPLIED,CALIBRATED, - 0 0 0 0• �`�VL> 4-FOOT LONG"SMART"LEVEL TO DIGITALLY MEASURE SLOPES. .00000000 0.`�,'�! TOCEL436.71 . o o o 0 0 0 0 0 0 0 0 0• 5. EXISTING AND PROPOSED SIGNAL POLES,STORM STRUCTURES AND UTILITY ,i R❑ - •0 0 0 0 0 0 0 0 0 o-0000000 STRUCTURES ARE SHOWN FOR REFERENCE. SW • o �•000.• o ,�-• Boa 6, STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE BOW EL43/.15 @./ ^' ?? • R=25' ALIGNMENT. 5.00'@ 1.50%-\ o - Coi LD EL 436.96 0 LOEL437.04 TOC EL437.46 ° o' e CONSTRUCTION NOTES: TOC EL 437.54 o b 970 _- 2.28'@ 6.72% s O CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A PER © / 0 STA 906+16.52 1 0 .�• oD BOW EL 437.00 / El 42.39'RT WSDOT STD PLAN F-40.12-03. �_a� D LT, 3.79'@ 6.72% l / 9 FL EL 437.16 O 'I. , 2 CEMENT CONC.PEDESTRIAN CURB PER CITY STD PLAN-101. d LD,BR EL 436.74 TOC EL 437.49-- mi - LD,BR EL 437.00 0p I- > • TOC EL 437.50 O' A:=7'1 . 0 4.03'@ 1.59%- 9e-I3l 4-INCH CURB O CEMENT CONC.TRAFFIC CURB AND GUTTER PER CITY STD PLAN-101. O� (� 000• w LD,BREL436.81 ,, BOW EL 437.45 5' I` I •0 0 0 0 0•� Z P � �. © 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F 45.10-02. .000000� STA906+19.29 TOCEL437.45 •0000 � DD • �' s .0000.0, 6 47.01'RT CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B PER BOW EL 437.42 5 48�' (p •o 000 0 0�o• BOW EL 437. SW TOC EL 437.69a� Vie FL EL 437.36 O WSDOT STD PLAN F-40.12-03. 8 03 1 .0 0 0 00 0• Q STA 906+14.25 £� ro 000- 40.78'LTAtIO a - •,� FL EL 436.96 410'@64% @ p5p*© Q o N n TOC EL 436.93 p0 p'o .4 •r+ 6.30'@ 0.48% 6' -.v. = STA 906+20.70 SW Cal �-TOC EL 437.37 BOW EL 437.72_;A 0• 50.85'RT - , oa 36 600E 09.39 TOC EL 437.72 602 @ 1•50000 0 0•, •C EL437.51FL EL 7.51 TOCEL437.35- vi 3.97' �- @ 0.51% ---- FL E1436.93 3.03'@ 3.96% .000 0 0' __ / \" R=25' 0000�. 2 .ADA ELEMENT: LEGEND: p� LD,BR EL 437.60 _ �_ I' _ '� -10.26'@ 4.29% a o 0 0 00• ' 0 n RAMP AP ANGLE POINT 0 STA 905+95.67 Da ---STA 905+99.68 0 n '0 0000' • BOW- BACK OF SIDEWALK 32.50'LT 32.82'LT 0 00 0. Z L❑LANDING BEL - ELEVATION- BOTTOM F RAMP FL,PC EL 436.85 FL EL436.87 o00o FL - FLOWLINE n SIDEWALK o00o O LD - LANDING DUVALL AVE NE/NE 10TH ST DUVALL AVE NE/NE 10TH ST •o 0 0• n CROSSWALK PC - POINT OF CURVATURE DUVALL AVENUE NE SW CORNER SE CORNER LD EL 437.67 6.004 a PCC- POINT OF COMPOUND CURVE • TOC EL 438.00i RAMP DETAIL RAMP DETAILel) / �, El DRIVEWAY PRC- POINT OF REVERSED CURVE 4) 1.08% PT - POINTOFTANGENCY SCALE IN FEET___ SCALE IN FEET__ © LD EL 437.61 STA- STATION r� ��'- STA 906+21.60-/ n MAXIMUM EXTENT FEASIBLE SW - SIDEWALK 0 3 6 0 3 6 57.68'RT TOC- TOP OF CURB FL EL 437.61 TR - TOP OF RAMP TOC EL 437.94 --- SAMPLE GRADE BREAK • 0ROV7 , SURVEYED: /� 1cT DUVALL AVE NE DRAWING NO. GR4 .` of xA.9ti Gd, DRAWN BY: MR CITY OF RENTON • A /'�`,y - - PUBLIC WORKS DEPARTMENT A q pryy�r',c DESIGN BY: DVS - " TRANSPORTATION DIVISION PROJECT NO. 2141779045 CHECK BY: MEK -;far---------, -, CONFORMED SET FED AID NO. APPROVED FOR CONSTRUCTION PLAN AND GRADING .� ' �,o � IO1999TN AVENUE se,surte im DATE: FEB 2021 PROD MGR: CMC I•UYALLVP.wAswo6loN9tl911 NE 10TH ST SW AND SE CORNERS T 253 604 woo F 1.53 ea 6700 i.'"� SHEET NO. 30 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE ''iO1''@' FILE:PU2141779045-GR.dwg ",•.... w.c.. BY: a•y-�F DATE:ZILdI�L SHEET 4 OF 6 -STA 906+84.63 GENERAL NOTES: STA 906+82.63, 32.68'RT _......._.._...-_....__.__ DUVALL AVENUE NE R=35' i 32.73'RT \ FL,PT EL 437.60 © 1. APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN.CONTRACTOR 3.42'@ 6.31% FL EL437.59 \ n SHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPE STA 906+87.94 REQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN. 32.69'RT STA 906+70.94 2 07% 0.38% 0.78% 2. RADIUS CALLOUTS ARE TO FACE OF CURB. LEGEND: 35.41'RT e- 437.gj -=MATCH EXISTING•_- ADA ELEMENT: AP _ ANGLE POINT FL EL 437.34 . O-1% view`-- � ..,3.31'@ 0.38% 3. RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADA IiiRAMP BOW- BACK OF SIDEWALK - TOC EL 437.34 , 319 o \ 1.97'@ 0.38% MATCH EXISTING STANDARDS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELD BR - BOTTOM OF RAMP 6' m L0 -TOC EL 438.09 ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADA L❑LANDING EL - ELEVATION 8 46 ❑ r REQUIREMENTS. FL - FLOWLINE STA 906+65.53 �. 0 @J SW SW SIDEWALK LD - LANDING o o• r n 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY PC - POINT OF CURVATURE 38.26'RT o000o rr I I ` °'w ' FL EL 437.25 0 0 0 0 0 0 0 'E .' vi ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK,CURBS, CROSSWALK PCC- POINT OF COMPOUND CURVE `�0 0 0 0 0 0 0 0 0 CURB RAMPS AND RELATED PROJECT ELEMENTS.TRADITIONAL SURVEY AND PRC- POINT OF REVERSED CURVE TOCEL437. 00000.000- - 0 0 0 0 0 0 0•o STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE ❑DRIVEWAY PT - POINT OF TANGENCY o0000000, 's 000000. o \ 5.28'@0.39% bSTA- STATION ' ,o 0• © ° 63 C°,50M BOW EL 438.17 4-FOOT ONG SMART"LEVEL TO DIG TALLLY MEASURE SLOPESCONTRACTOR THROUGH THE USE OF A D,CALIBRATED, ME MAXIMUM EXTENT FEASIBLE SW - IDEWALK MATCH EXISTING' TOC EL437.59 •12' d° m , 5• @ '1$ -d ❑ TOC- TOP OF CURB R• ,.-; L BOW EL437.55 2.66'@ 7.50`Yo STA 906+59.91 1,v 5. EXISTING AND PROPOSED SIGNAL POLES,STORM STRUCTURES AND UTILITY TR - TOP OF RAMP 42.77'RT 1 1• 'i ,,. ,�° - . 1.65'@ 7.47% • BOW EL 437.97 STRUCTURES ARE SHOWN FOR REFERENCE. --- SAMPLE GRADE BREAK FL EL 437.09 '+ A ❑ r.__- '- LLD,BR EL 437.42 TOC EL 437.49 O� G 01°C 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE STA 906+56.65 4i°� ' ', 5 ALIGNMENT. 46.47'RT @ ti 9,A°I° CONSTRUCTION NOTES: FL EL436.99 bJs ,' ` ,.•O. ,@g. 0 O CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A PER a, ° �60 1 WSDOT STD PLAN F-40.12-03. SW -LD,BR EL 437.35 O 6p82 CEMENT CONC.PEDESTRIAN CURB PER CITY STD PLAN-101. d Tb� .\. j`r0� .y9, BOW EL 437.68 0CEMENT CONC.TRAFFIC CURB AND GUTTER PER CITY STD PLAN-101. TOC EL 437.22 @ �?h ° 0@' 4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. STA 906+52.59- „1 L I CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE DIRECTION TYPE A PER • 53.29'RT 4N. n �-J co BOW EL 437.58 O WSDOT STD PLAN F-40.16-03. FL EL 437.22 0 :00 648, @ DUVALL AVENUE NE .00 S (' •000 Q O- • 000 000• TOC EL 437.31 0 0 0• • STA 919+25.41 STA 919+33.850 •0 0 0 n 32.50'RT STA 9D6+50.58� .00 o•. I I O v i FL EL 418.670 OFF 36.01 RT / N 59.04'RT o 0 0 0 0 ID,BR EL 437.31 / SW EL 419.13 / TOC EL 419.17 er FLEL437.31 •o0ooh ..• 1- 46'000, @, \ / / Z TOC EL437. ❑1•SOYS ©'" \ 896 r-FLEL418.59 g @ 050� • TR EL 419.08 BR EL 418.70� F-5.35'@ 1.20% LD,BR EL 437.40 a • 5.00'�J 7.58' TOC EL437.81 '" 'I�2.58'@7.8096 SW .o00. N r� - o 9.68'@ 0.50% .-I g * ,0.0 0 0 0. R=10' w BOW EL 437.60 o 0 0 0 0 0 STA 906+49.54-- -6, ❑ ^ ^ 000 0• z 65.89'RT _` P. SW ME •o 0 0 0. ri $g6, ❑ @j @J ME�R aU ❑ •0000 FL EL419.07 FL,PCEL437.59 0) @ •o o o o 1.72'@ 4.00% `r BOW EL 419.25� I .50. 0 0 o ❑L .o...0.o 4.73' 0.94% o.o o. 1.72'@ 7.31% @ i 9.68'@ 0.50% m 5.00'@ 1.64% 8.45'@ 0.00%'0 0 0 0• STA 419+25.44 / TOC EL 437.94 -BOW EL 437.98 38.01'RT FL EL 437.66-''�� :.. FL EL419.24O a) STA 919+33.85 / BR EL 419.07 4R ^ OFF41.01RTJ TREL419.15-@ SW EL419.20 7-I 70C EL 438.43 0 STA 919+55.83 45.26'RT FL EL 437.93----` 4.77'@ i.50% �-BOW EL 438.50 MATCH EXISTING CURB --II DUVALL AVE NE/NE 10TH ST DUVALL AVE NE/NE 12TH ST NE CORNER SE CORNER RAMP DETAIL 4) RAMP DETAIL ti ISWI @, SCALE IN FEET SCALE IN FEET �� Ty, r-- a 0 3 6 0 3 6 STA 906+41.25-V' MATCH EXISTING 79.37'RT -MATCH EXISTING . FL,MATCH EXISTING SURVEYED: "A,6p4Rovz91 G DRAWN BY: MR DUVALL AVE NE DRAWING NO. �< CITY OF RENTON t r . - -- PUBLIC WORKS DEPARTMENT PROJECT NO- 2141779045 o y Tye g C DESIGN BY: DVS °- TRANSPORTATION DIVISION y Parartietrix•, - CONFORMED SET FED AID NO. CHECK BY: MEK _ - ,z- �t PLAN AND GRADING �� APPROVED FOR CONSTRUCTION DATE: FEB 2021 1.10';30I too 3vTH avENUE SE•suiTE MI r.,Rft, m PROD MGR: CMC „v. .w.own°„66)„ �-�2-y^,> • NE 10TH ST NE CORNER,AND NE 12TH ST SE CORNERS / T.Zv)6°"°°F.M16M 6T'YI BY:�✓f✓�`3" M DATE:1'f'1I SHEET 5 OF 6 SHEET NO. 31 Of 94 NUMBER REVISION DESCRIPTION BY APP. DATE 'm''' FILE:PU2141779045-GR.dwg ..,......,..0. 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. MATCH EXISTING 2. RADIUS CALLOUTS ARE TO FACE OF CURB. /MATCH EXISTING 3. RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADA STA 919+69.47 STANDARDS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELD 63.96'LT / ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADA FL,MATCH EXISTING REQUIREMENTS. • g g 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY o TOC EL 418.91-N a SW m ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK,CURBS, ni o CURB RAMPS AND RELATED PROJECT ELEMENTS.TRADITIONAL SURVEY AND aSTAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE STA 919+69.17- _� o b CONTRACTOR THROUGH THE USE OF A CONTRACTOR-SUPPLIED,CALIBRATED, 58.97'LT �,+ 5.00'@ 1.50% ' BOW EL 418.98 4-FOOT LONG"SMART"LEVEL TO DIGITALLY MEASURE SLOPES. FL,PC EL 418.41 5. EXISTING AND PROPOSED SIGNAL POLES,STORM STRUCTURES AND UTILITY 2g STRUCTURES ARE SHOWN FOR REFERENCE. m 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE ALIGNMENT. •Sw CONSTRUCTION NOTES: 0 F- BOW EL 41887. N r CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A PER _ Qp% TOC EL 418.87 0 O WSDOT STD PLAN F-40.12-03. I- $ry 5p0 0 CEMENT CONC.PEDESTRIAN CURB PER CITY STD PLAN-101. `-I0 - _- END w �+ - SEE SHEET E8 FOR 0CEMENT CONC.TRAFFIC CURB AND GUTTER PER CITY STD PLAN-101. z O DETAIL STA 919+69.93-51.18'LT T LD,BR EL 418.04 0DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. FL EL 418.30 ?p TOC EL 418.54 LD,BR EL 417.96 TOC EL 418.46 TOC EL 418.80-1 1� 1 s 6Qc�. 9 BOW EL 418.16 • Cep 0 �TOC EL 418.16 6•.08 • © ADA ELEMENT: 'Y'y 2.45'@ 3.92% EI RAMP (d •, BOW EL 417.74 LD,BR EL 417.06 R=25' O�o. TOC EL 417.74 / TOC EL 417.56 L�LANDING �'••o 0 0• n -BOW EL 418.07 I BOW EL 417.45 .00000• •000000. LD,BREL416.9 TOCEL417.45 SW SIDEWALK TOC EL417.96 0000000. d 000000. ho TOCEL417.48 STA 919+77.03IIP 0 0 0 0 0 0 0• ti -•- - -- -_ - - a CROSSWALK 0000000• 10.76'@3.01% 9.00' 39.22'LT •0 0 o0000y I o • o @ 7.61% N 5.00'@ 1.50% - 6.00'@ 7.67%• n DRIVEWAY FL EL 417.96 0• 0 • ` � @i 64 • SW a ❑ • ;❑ ME MAXIMUM EXTENT FEASIBLE 0- TOCEL417.88 S> @Z2 o TOCEL417.67 :Ioo ui b ••uuuuu..,,,u R @j SW 1% I,, o 0000000000o b b LEGEND: STA 919+82.22 10.73'@3.02% "'000000000000o o 35.48'LT I� 9.00'@7.61% o00 0000000 AP - ANGLE POINT 6.00'@ 7.67% FL EL 417.88 ---. n 0RAMP -.....__ BOW- BACK OF SIDEWALK TOC EL 418.09 7/ 01 --� -{ BR - BOTTOM OF TOC EL417.99 -- , _,_._._..____� -t - EL - ELEVATION FL - FLOWLINE J� �TOCEL417.37LD - LANDING STA 919+89.47 \ STA 919+91.70 © 1 TOC EL 416.9132.90'LT 32.52'LT TOC EL 416.98 ` PC - POINT OF CURVATURE • FL EL 417.59 \ FL EL 417.49 FL EL 417.17 STA 920+15.40 STA 920+21.40 -O PCC- POINT OF COMPOUND CURVE STA 920+10.40� 32.50'LT 32.50'LT PRC- POINT OF REVERSED CURVE / 32.50'LT FL EL 416.91 FL EL 416.87 PT - POINT OF TANGENCY DUVALL AVENUE NE 3.12'@3.08% FL EL 416.98 -5.00'@1.50% STA- STATION SW - SIDEWALK DUVALL AVE NE/NE 12TH ST TOC- TOP OF CURB NW CORNER TR - TOP OF RAMP ��//jj)) RAMP DETAIL I 4) --- SAMPLE GRADE BREAK SCALE IN FEET 0 3 6 ' SURVEYED: \60ROV7 ' - CITY OF RENTON DUVALL AVE NE DRAWING NO. GR6 ��`R�r DRAWN BY: MR DESIGN BY: DVSPUBLIC WORKS DEPARTMENTPROIECf NO. 2141779045 a CONFORMED SET TRANSPORTATION DIVISION FEU AID NO. CHECK BY: MEK PLAN AND GRADING %.'�ca 101929TH AVENUE SE.suite too APPROV�FOR`ONSTRUCTION Y,. r��ov PROD MGR: CMC MIYAUUT•,whuECTONMtt, NE 12TH ST NW CORNER DATE: FEB 2021 T.251604.00 F.2536WG299 /''� /L//l SHEET NO. 32 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE FILE:PU2141779045-GR.dwg -• -.-•"u..� BY://' DATE:�� SHEET 6 OF 6 ,, ❑ c ADA ELEMENT: • 5.5'@ 1.5% "C STA 52+26.0,34.4'T ' , I R RAMP • MATCH EXISTING I I SIDEWALK BOW EL 400.17'= FL EL 399.58' u+ taj '-TOC EL 400.08' I o - LEGEND: @.) o sW TOC EL 424.05' BOW- BACK OF SIDEWALK • �___ w rn w I BOW EL424.12' BR - BOTTOM OF RAMP y 5.5'@ 1.5%T _ - ..••FL El 399.61' FL EL 423.S5' Z Z 5.0'@ 1.5% I EL - ELEVATION D STA 52+18.4,65.0'LT BR EL 399.86' w LU C STA 916+94.9,38.0'RT t•- -- FL - FLOWLINE a m I SW - SIDEWALK BR EL 399.78' m BR EL 423.93' TOC- TOP OF CURB 0 o I C STA 916+91.2,40.2'RT Q I Q Lc; ME RETAINING WALL o J J 5.0'@1.6%f I , C STA 916+90.5,46.0'RT J I Q FL EL 423.68' " / -RIGHT OF WAY LINE `.=,1 7 BR EL 423.84' o -STA 0+46.0 D D ,-4 LL� MATCH EXISTING DRIVEWAY NOTE: DWY STA 0+00.00-- o STA 0+38.0 CONSTRUCT CEMENT CONC. STA 0+40.3 =D STA 52+04.3 .o 0+55 �- - - - - -... 0+00 - - - .. - - -i I RS DRIVEWAY CCOR STD PLAN O4 1. 0+70 .._. .... I �.,- 0 0 i STA 0+65.0 STA 0+32.5 ST MATCH EXISTING - STA 0+34.8 DWY STA 0+00.00 o - =CSTA916+85.4 @U I SEE SHEET RDIO, 0 I DETAIL 4,FOR o a4 I w 5.0'@ 1.5%`n CROSS SECTION @.) Z I • C STA 916+79.6,40.1'RT' C STA 916+80.0,46.0'RT SEE SHEET RD10, BoZ FL EL 42 . ' I DETAIL 4,FOR PT D STA 51+91.5,47.0'LT BR EL 424.1010' CROSS SECTION I,v' ul S rI I' BR EL 424.18' D STA 51+91.5,65.0'LT @a ! I o R=4' 5.5'@ 1.5% FL EL 399.70' o� C STA 916+75.9,38.0'RT PC D STA 51+87.5,51.0'LT . BR EL 399.95' I TOC EL 424.65' BOW EL424.72' m 1 FL EL 424.15' 5.0'@ 1.5% • R @, . o SW 0 ' r 5.5'@ 1.5% .. - FL EL 399.74' • ••" BOW EL400.32'-` Li D STA 51+83.4,51.0'LT TOC EL 400.24' DRIVEWAY AT 4TH PLAN PRIVATE DRIVEWAY PLAN iN SCALE FEET ' SCALE IN FEET INE-- ' --� 0 5 10 ^ 12'VC 0 5 10 T VC 27 402'. PVI STA 0+46.75 02 42 • 4 T.- PVI STA 2.00 EL=399.22' _ EL= 24.1 ' K=1.75 K=0.54 • o' 'TC. ; PO STA 0+40.31 . .. i i 426' �o: ; E1=399.76 401' 426 401' I Q . ^ PROPOSED GRADE AT ' • �`c u." 1�// m PVI STA 0+34.31' PVI STA 0+22.31 m„ w1 yA'/ DWY CENTER LINE(TYP)-� j',' • EL=400.00 0 0 // m, EL=399.64 25 400' • 0 425 -EXISTING GRADE AT ,al-„ N DWY CENTER LINE(TYP) N \ 1.50% • / • il m 399 424 --------_ 1.50%� 424' 0¢� 399'• a PVI STA 0+00.00 I W .y DEL=424.48 PVI STA 0+31.50__, MATCH .. • i' EL=423.85 `PVI STA 0+32.50 EXISTING ' --- \ 1 . EL=423.81 • 4 PROPOSEDGRADE AT 23 • 23' 398'; i ,• �� 39B' ;; 4 •-EXISTING GRADE AT • PVI STA 0+65.01 DWY CENTER LINE(TYP) DWY CENTER LINE(TYP) • • y`'' 397' 422 422' ' ag°lo EXISTING GRADE AT PROPOSED GRADE AT EXISTING GRADE AT PROPOSED GRADE AT DWY CENTER LINE(TYP) r DWY CENTER LINE(TYP) 96 421 DWY CENTER LINE(TYP) DWY CENTER LINE(TYP) ' 396' ` 3 421 cY QIco M OD mimn rn ,.0 n.n .� 4 rn• V co m- 4- O.O�I rl• `y• 4,,,, m„. vvii val l N V; R d: N N N,v N ^, rct N V N •N Q m ,+1 „I OI m M Ol co-cn al al ,n.m T M ,T R cn cr. 4- • V -4 ?-4- O 4' V-Q. Q V R V V' V ? V en rn 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 AT 4TH PROFILE PRIVATE DRIVEWAY PROFILE HORIZ: 1"=S' HORIZ: 1"=5' • VERT: 1"=1' VERT: 1"=1' CID GO • SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. OW1 `,��a IA4*'Gi1, DRAWN BY: - PROJECT NO. 21417790g5 � �F'�'` ," r _ __ _ PUBLIC WORKS DEPARTMENT o d, p 9�,C DESIGN BY: -' TRANSPORTATION DIVISION CHECK BY: MEK ;,, arametriz CONFORMED SET FED AID NO. ',.' ,RrRY low,vn4 AVENUE SE,SUITE IOU APPROV D FOR CONSTRUCTION DRIVEWAY PLANS AND PROFILES DATE: .FEB 2021 , I PRO]MGR: CMC PUrpiLW.WASN,N(OTONON),4 / SHEET 1 OF 4 / aim. .MI sal 4/0 7f/_ DATE �" (- SHEET NO. 33 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE ®'mom' FILE:PU2141779045-DW.dwE w� ...�. BY:7�rek-_..__--. i ADA ELEMENT: TOC EL 419.61' Q RAMP I I I FL EL 419-11' I I SIDEWALK I •TOCEL421.64' I LEGEND: • I ' FLEL421.14' z I TOCEL419.38' BOW- BACK OF SIDEWALK C STA 918+05.2,38.0'LTBR - BOTTOM A MATCH EXISTING 'I w FL EL 419.21' EL - ELEVATION F RAMP I TOCEL421.41' Z I z FL - FLOWLINE w SW - SIDEWALK FL EL421.24' w Q C STA 919+00.2,3 .0'LT MATCH EXI TING D TOC- TOP OF CURB Z RETAINING WALL SEE SHEET RD10, > Q DETAILS 4,FOR CROSS ''-'.I` D - SEE SHEET RD10,---, J ——RIGHT OF WAY LINE SECTION • o + DETAILS 4,FOR CROSS - m SECTION \`--- > STP10+38.0 - ' DWY STA 0+00.00 \y p I =C STA 917+96,2 STA 0+38.0 — — — STA 0+32.5 0+00 - STA 0+32.5 I I- — - - — _____ - — I — ••.__ ._ �L-._.._ — — ......... -- — 0+80 DWY STA 0+00.00--- 0+00 Z =C STA 918+85.7 C STA 917+87.2,38.0'LT MATCH EXISTING z J V FL EL 421.63' TOC EL 421.80' I • C STA 918+71.2,38 0'LT MATCH EXISTING I FL EL 421.74' TOC EL 422.24' FL EL 419.83' TOC EL 420.00' CHURCH DRIVEWAY S PLA �� CHURCH DRIVEWAY N PLAN y `l SCALE IN FEET \_,_) SCALE IN FEET ler �i.---_-.....�_ J �..- . 0 5 10 0 5 10 426' ... 26425' 4 425'. - 425 424' 424 EXISTING GRADE AT DWY CENTER LINE(TYP) 424' __ - 24 42 - 423 q 3+ -___ F ; • , STA 0+38.00 _ 23 42 /• 22:: TTz q� PVI STA +38,00DWY CENTER LIN ( )2• q E TYPMATCHEISTING�� \2' 21 4 ' 'g _ _ "------_--• �� PVI STAD+00.00 �3 - - 2.00% \ PVI STA 0+32.50 EL=420.19 -~ PROPOSED GRADE AT .- 421 420 0\ • EL=419.52 - -- - 420' 421'_ 979 ---- - - PVI STA 0+32.50 J DWY CENTER LINE(TYP); Q>y� -- - -2.00% / r-PROPOSED GRADE AT • EL=421.44 EXISTING GRADE AT PROPOSED GRADE AT EXISTING GRADE AT \ / / DWY CENTER LINE(TYP) DWY CENTER LINE(TYP) \ DWY CENTER LINE(TYP) DWY CENTER LIN ( ) 19 E TYP \ 420' _ ... ..... 4 , O Ol J.� U]-� c0.� coin 01-W O-Qy 'H'�'O O N OO N t-. N O W ^ m^ O.W m N-O • N ~' N - •-� N ol N•-1 - t.l N N• N .-i O O O+ Ol m_ O O� ON O O q C▪. CT C' v V v V V-C a a IN - a.V O d. v V-0 V V V R O O' Cr U V_O 0 C' `}.-I 0 V a O 0., ar R 0+65 0+60 0+50 0+40 0+30 0+20 0+10 0+00 0+80 0+70 0+60 0+50 0+40 0+30 0+20 0+10 0+00 CHURCH DRIVEWAY S PROFILE CHURCH DRIVEWAY N PROFILE HORIZ: 1"=5' HORIZ: 1"=5' VERT: 1"=1' VERT: 1"=1' SURVEYED: ,A,2 ` oRov, CITY OF RENTON DUVALLAVE NE DRAWING NO. DVVG 04 'D DRAWN BY: CID ys 4� d PROJECT NO. 2141779045 tr (�. PUBLIC WORKS DEPARTMENT DESIGN BY: CID o°� x C TRANSPORTATION DIVISION FED AID NO. ��a�ametriz• _ CONFORMED SET CHECK BY MEK --+ �•-- APPROVED FOR CONSTRUCTION DRIVEWAY PLANS AND PROFILES �1�8` 4 PROI MGR: CMC V 10I•3.1 AVENUE 1.E SO.. SHEET 2 OF 4 DATE: FE82021 UYAtLUv,WA^.HWGION R83>< / • .' CNAL T.211.41 1.00 r.25�n.0461. BY: %:�l'r '+ ..___..._._.. DATE:�/«/2/ SHEET NO. 34 OF 94 NUMBER REVISION DESCRIPTION BY J APP. DATE "' ' FILE:PU2141779045-DW.dwp ,••••,,oy�.,vs« /.." IOC EL 414.82 5.0'@ 1.5% 1 ADA_ELEMENT_: BOWEL414.32' a� FL EL413.74' 5.0'@1.5% CEMENT CONC. - a^ ? -TOCEL414.24' •• -•• R PEDESTRIAN CURB - m "' • TOC EL 410.47' a: FL EL 409.40' El RAMP TOC EL 414.61' Ud BOW EL 409.97' o m @. / m m TOCEL409.90' SW SIDEWALK TOC EL 414.04' CEMENT CONC. • R=7 m • FL EL 413.8T ', PEDESTRIAN CURB-7 @) W ,.TOC EL 409.69' LEGEND: PT C STA 921+63.9,42.4'LT ,.0'@ 1.5%.' RI m -• �• TOC EL 410.28' ui FL EL 409.52' ` ' EL414.11' .... 11 u5.0'@ 1.5% BOW- BACK OF SIDEWALK CEMENT CONC. BOW EL 409.77','' • ZL1J BR - BOTTOM OF RAMP TRAFFIC CURB C STA 923+66.3,58.5'LT Z I FLEL ELEVATION w FL - FLOWLINE MATCH EXISTING CURB CEMENT CONC. D SW - SIDEWALK • TRAFFIC CURB Z TOC- TOP OF CURB . o Q ®RETAINING WALL _1 � n Q --RIGHT OF WAY LINE C STA 921+57.3,49.5'LT ^' MATCH EXISTING CURB m z o DRIVEWAY NOTE: �U CONSTRUCT CEMENT CONC i..___.-_ VAP\ DWYSTA0+0000 DRIVEWAY ENTRANCE TYPE STA 0+38.0 STA 0+32.5 =CSTA923+51.0Ri PER COR STD PLAN 104.1. \714 . I - -__-- _�___ _-_ 1, - ............ - _ 0+70 : 0+00 STA 0+380- II • - 00 STA 0+58.5 0+58 STA 0+32.5 DWY STA 0+00.00 =C STA 921+43.9 STA 0+49.5 / -.._.. / SEE SHEET RD10,DETAIL Z N SEE SHEET RD10,DETAIL `. w 5,FOR CROSS SECTION @i 5,FOR CROSS SECTION Bo Z '^ .. N • I.I.1 .'n1 w (Z CEMENT CONC. u C STA 923+35.8,58.5'LT : TRAFFIC CURB- -. Q MATCH EXISTING CURB BOW EL415.10' Q ...........) •'S. @ 6 0' 1 % -- TOC �' TOC EL 415.51' TOC EL 414.97' R=5.5' S.0'@2.5% FL EL410.19' • FL EL414.81' 0 BOW EL410.43'� N TOCEL410.35' .' PT C STA 921+20.7,41.7'LT- •• ^ Ln CEMENT CONC. i `V @., CEMENT CONC. PEDESTRIAN CURB o TRAFFIC CURB--_ m� o -TOC EL 410.90' GROCERY BACK DRIVEWAY PLAN�� ( . FL EL41).40' GROCERY S DRIVEWAY PLANIN /Va BOW EL410.98 CEMENT CONC. ✓o SCALE IN FEET TOC EL 411.48' ... SCALE IN FEET C STA 921+13.5,49.5'LT PEDESTRIAN CURB-' o {-�- 5.0'@ 1.5% 1 • MATCH EXISTING CURB• TOC EL 415.50' 0 5 10 I 0 5 10 5.0'@1.5% FL EL415.00' 414'- 414' TOC EL 416.08' .• 13'VC BOW EL 415.58' PVI STA 0+52.01 EL 410.52' K=1.02 418' : : . - 418' 413''. . .......... .. '413' 8'VC PVI STA 0+45.50 EL=414.93' K=0.93 • 417' . . 41T 412'i o, 412' v 0 Cl • o"• Q`m i • - --EXISTING GRADE AT m � .-EXISTING GRADE AT • m! -� �� CENTER LINE(TYP) ---- c v. .........._............... CENTERLINE(TYP) _ ......................` oia+-............:................... ............., icy. 416' + 416' 411' / 411' o^ o:o ; Q.00 i co --- N F o N c i' m w PVI STA 0+38.01 v u PVI STA Q+38.00 • W• 'W' i' i EL=410.i0 I w m w rEL?414.58 --- -- / 415' , -_- --- I 415' 410'= k 1. 0% 2 TAO+00.00 410' 3.04^ 00% PVI S _ �\ - gawO 5 EL=410.53 • 4.Sg% 1.50% •ti 2'00% PVI STA 0+00.00 j i' : PVI STA 0+32.54___( '- • l ' EL 4 EL=415.01 10.02 PVI STA 0+32.50 i PROPOSED GRADE AT 414' / EC=414.34 414' 409'° DWY CENTER LINE(TYP) 409' i • • • PROPOSED GRADE AT . . �// DWY CENTER LINE(TYP) .---/ EXISTING GRADE AT rPROPOSED 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' W al W Oco o O tp ,i co N ^ N' cd: t0 V C' O O� Q.My O-N 1p V�1 C tp FV co , OL - N-ti ^, M O Q1 O `-�m O • .R-i V .Vi 'Q ain- V."-+ .V-i N ti• �_�• .ini vi co"oi O -O O O `-'.O �.O• O O o O O `-'co `y O '-'-0 v- v c e. a.e v-d. • v, o v Q v a v a v e • • v v- a'v v `T v o v v v a v v d. v.d. v:� • 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"=1' • SURVEOROV7 DRAWN CITY OF RENTON `1�/ cT DUVALL AVE NE DRAWING NO. D V V 3 ^4,S�of iu.Yi,.6'+' DRAWN BY: CID - .:‘,at. DESIGN BY: OD _ PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 Ct o '� TRANSPORTATION DIVISION • FED AID NO. CHECK BY: MEK }I?aametiz - . CONFORMED SET DRIVEWAY PLANS AND PROFILES ^�� APPROVEFI FOR CONSTRUCTION ;.'7 tU1Y NTH AVENUE SE,SUITE�W I �4.i PROD MGR: CMC PUvnNTH,N SUE SE, UITE 10 �' DATE: FEB 2021 %NAL `" i 2r cwcuo F.3 cw.crn BY.`"y7„�'1'� DATE7/1612 SHEET 3 O F 4 SHEET NO. 35 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE FILE:PU2141779045-DW.dwT i' '-'.=' ,r TOC EL 405.78' i,- @ 1.4%\ 5.0, ADA ELEMENT: ,, ,„• ' • ...----'-e• ' • --- . B OW EL 40528,' • FL EL 40 4.92' - l CEMENTCONC. TOCEL405.21' E AMP CEMENT CONC. PEDESTRIAN CURB ri SIDEWALK ALK 0 .TRAFFIC CURB 4 . TO C EL 404.89' LEGEND: . TOCEL405.4711256,@15% , FLEL404.73' BOW B ACK OF SIDEWALK BR - BOTTOM OF RAMP , -5 BR EL - ELEVATION FL u..1 - FLOWLINE AP C STA 926+62.1, .• ... . . D - C STA 926+61.5,50.0'LT 41.6'LT , z SW - SIDEWALK MATCH EXISTING CURB ' W TOC TOP OF CURB BOW EL 404.97' - > < RETAINING WALL . @.) > --RIGHT OF WAY LINE SEE SHEET RD10,DETAIL i,,, D 5,FOR CROSS SECTION ,r; .-. a DRIVEWAY NOTE: . CONSTRUCT CEMENT CONC. ' . DRIVEWAY ENTRANCE TYPE STA 0+38.0 , DWY STA 0+00.00 R1 PER COR STD PLAN 104.1. ---N) STA 0+32.5 =C STA 926+45.8 \ ' ,,• I .' - - 0+60 . CH-00 STA 0+50.0 . ST ' LL, o = 0 - 6 "1. . 1L, . SI . ' . CEMENT CONC. BOW EL 405.12' , „. TRAFFIC CURB • 5.0'@ 1.5% .._-• ---..-..• N_______ A e 1 ' ,- C STA 926+26.8,50.0'LT . ___ ---------- ', FL EL 404.88' .MATCH EXISTING CURB OC EL 405.62 W g TOC EL 405.05' • ,-, • CEMENT CONC. 0 7"! ' TOC EL 405.43' PEDESTRIAN CURB---/r a, GROCERY DRIVEWAY N PLAN (NI . . .. - .• ,i+ FL EL 404.93' • BOW EL 405.50'1 5.0,@ 1.5% .1 SCALE IN FEET ‘71 ... • • - TOC EL 406.00' I 0 5 10 - 409' . . , ,. - - • - 409' . . 11'vc , . PVI STA 0+44.56 t . ; EL=405.34' •....... — .' 408 K=1.00 '' • , • ' - 408' . . ' . . . . . .., • 407' : , . . ' • . . • . c, —, • . 407 EXISTING GRADE AT o ro - '2 * - I-DWY CENTER LINE(TYP) , • . , o co < • . 1—-,,, - -, • 406' :. 406' , . c, 1— cr-r PVI STA 0+38.00 I • ' _____.----- ---- ' - -EL=405.46 . ——— . -, . ....— • ... 405 . -PROPOSED GRADE AT.• PVI STA 0+32.50 DWY CENTER LINE(TYP) • , ' El=404,79 404' - - . . , 404' • EXISTING GRADE AT . PROPOSED GRADE AT DWY CENTER LINE(TYP)--\ 7--DWY CENTER LINE(TYP) • 403' 403' ' \ 7 .-... cr. , ,., ,-43 .,, . .r, .. .., ''0, r-.., R cc! ,c, ,,,: •,,- ,,, - 0 0 0 0 0 0 0 a 0 0 ‘1. a .0- .,,. , •cr F,-? : .,- •cr •cr -1- , a- , ..:t , , , cr , -c-•,. , . 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' SURVEYED: DRAWN BY: OD CITY OF RENTON DUVALL AVE NE DRAWING NO. DW4 4L 4'S a 14.V 6t, . e .,.1%W DESIGN BY: CJD PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 TRANSPORTATION DIVISION FED AID NO. 0 e 11=MEN CONFORMED SET CHECK BY: MEK APPFTVED FOR CONSTRUCTION DRIVEWAY PLANS AND PROFILES DATE: FEB 2021 PROI MGR: CMC , 1010 30111 AVM*SE.St.I.TE 100, KflrALLLW,WASHINEJON 90.37.3 j SHEET 4 OF 4 'otuAL FILE:PU2141779045-DW.dwe T 253 OW 6000 r 2...".0a GM 1 BY/./ :. DA rE:2/147t.f SHEET NO. 36 OF 94 NUMBER REVISION DESCRIPTION BY APP. /_ DATE veenv parametrot... I - STATION AT WALL HEIGHT BIOFILTERATION UNIT A 6 C - 914+35 1'-0" 3'-9" 1'-0" z 916+35 1'-6" 5-4" 1'-6" 918+35 1'-0" 4'-6" 1'-0" 0 TOP OF WALL q 3"O WEEP HOLE DRAIN TO DOWNSTREAM CATCH BASIN • ..... ° V as d �4 a- .--- v4 4 SEOEP RD FSHEETS °a. a SIM. - a) a a d ' °d a ' a ° - a a c L/ d a ° a '411 ad ° ; / 0 TOP OF SIDEWALK \I a a Q I q ° a' a . a -/ a a 4 d 4 a° v I ° n - m„ A. v a d .a 4 a 1 d a" a m ad a a ° a .d . a • a" a I ...a• d• a I • ° • a> ° c d 4 d • a '4 ,a • a a' d..l _".1. • NORTH C a . . Ial °.. a a 1 . . .. d a 4 d _ d •• a 4. a a. - . . a . .I ° d u= SOUTH e a I • c _— °I-__,• •I 1 J ',\/�/--77/ 77\'/ /\\A • \J / JNJ`/ 77777j -- a'i-111-11(-111=111=11I=1 • f 11 • I I:-III=1 I I -11 I=1(1-111= CSTC(TYP) BIOFILTERATION UNIT ; I I SEE SHEET SD11 • -III-I I i-III-I I I II I-I -I_I1=1!Ia I� I_I=1 I I=1!1=1 11= — III_-1 I I—'III -11 -� —I I �.I—I i 1—i>��..i i._-1 I r=u.�—Lid'. a I L ELEVATION r'=r EXISTING GRADE 1' 3'-6" -" 6" 6" VARIES —� MAX" .. . 2'-6" r 10'4" ►-- 3/4"CHAMFER(TYP) 1 1 #5 @ 1'-0"MAX 2'-0"MIN LAP SPLICE , .1' f'r1—)I I ----- LENGTH(TYP) -- ,.1-.: 11—I I' /fORTOTAL WALL HEIGHTS GREATER THAN OR EQUAL TO CURB AND GUTTER 1'/CLR ' 2'-D",PROVIDE GRAVEL BORROW _- 3 3"W WEEP HOLE @ 2%SLOPE %"CHAMFER(TYP) /\ a /$ PRFILLER D (TYP) -. I I DRAIN TO DOWNSTREAM GRAVEL BORROW JOINT FILLER ! 3/8"PREMOLDED • CATCH BASIN BIOFILTERATION UNIT #5 @ I I= JOINT FILLER _ SIDEWALK \ 6" 6" BEHIND WALL 1'-0" 6:: OPTIONAL ' PER STD. MAX I SEE Amp • SEE SHEET SD11 _ CONSTRUCTION --IT- . —` MAX MIN.1 - PLAN —I I w \ ANGLE i : I JOINT 1 - / ..; j 1.5% a- 4 SIDEWALK 111= EXISTING GRADE /..: POINT l 1... 1 1^ .1= VARIES �/\\ i Lu a d 1" '� ° a. ! I w w •\1.5"—I ��/�\/\ \�\\ • •., f• _/ I CURB AND GUTTER -- _ I 1 L a'. NON WOVEN GEOTEXTILE 1 1 1.5% T Cl' ��7�/t/`` / / ( - WITH 6"MIN.OVERLAP. : -" _1 ^ ! ° \�/�1/\\/1��/ /'/\ ?,t� EXTEND 6"ABOVE WEEP HOLE : yr n a J 1 #4,SEE NOTES &2 f r - 2%Z'CLR ti� 1 45 " _ _ _ \GRAVEL BORROW %-/\�/\C/� �I #4 @ 1'-6"MAX I1 •OPTIONAL \IIDEWALK - - - • aW/STD.HOOK--- IONJOINT ANGLE UI I(-1( 4 4"CSTC PER ' 11—I 11=III=1_I I- --III=III—I 1 I-1 STD.PLAN STD.PLAN PLAN — -- ,_" — _I 1:—I NOTE: 1. FOR EXPOSED WALL HEIGHT LESS THAN OR EQUAL DETAIL TO 1'-0",PROVIDE REINFORCEMENT AS SHOWN. 1"=1' - a 1 2. FOR EXPOSED WALL HEIGHT GREATER THAN 1'-0", r• PROVIDE REINFORCEMENT AT 1'-6"MAX. a" a a d 3. PROVIDE 2'-0"MIN LAP SPLICE LENGTH a d a • SECTION (71 SECTION 1::=1. 1°=1' • � � SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. ••D+ y , Ty DRAWN BY: APM I PROJECT NO. 2141779045 ` r r`•� DESIGN BY: APM '- -�' PUBLIC WORKS DEPARTMENT f t 1.'4%. „,7. CONFORMED SET TRANSPORTATION DIVISION q "-�} � CHECK BY: JRM :,',.i arametrlX�� FED AID NO. R ` APPROVED FOR CONSTRUCTION WALL DETAILS 3322a A,1. PROJ MGR: CMC +^+^"i' E"e SE SUITE iai . .�r DATE: FEB 2021 �F�,R'CL�{'F.K�� 7�9 sW N✓.ro P[U ePs,e Ba ` �Y f 4 SHEET 1 OF 3 NUMBER REVISION DESCRIPTION BY APP. DATE `'I NA1 ce4..,"' FILE:PU2141779045-WD.dwE ..�.wy�+n+�om B ,/t�'��',/ DATE:Jr�6 _� SHEET NO. 37 OF 94 BEGIN WALL END WALL CONC.CIP RETAINING WALL WALL STA 0+00.00 /-WALL STA 0+25.67 (TYP.)SEE WD1 FOR DETAILS- DUVALL AVE CL STA 917+18,38.50'RT I DUVALL AVE CL STA 917+33,38.50'RT . -PROPOSED PSE.1-BOX / ,A2k ---F F F N WV 1111111111kf __. F F F E.—...---F—.....---F —F F --c,—Ei 1 F F F F F F F F F WALL STA 0+05.33 e el 425-----DUVALL AVE CL STA 917+18,43.83FIT WALL STA 0+20.33 - --- ---\ .4 .1 DUVALL AVE CL STA 917+33,43.83'RT I 1 EXISTING ROW - /-----I 1 I I \ -4: — FOOTING \ BACKWALL--/ PERMANENT UTILITY \ EA.SEMENT TEMPORARY CONSTRUCTION EASEMENT BACKWALL FOOTING - \ \ A.„.., \ SCALE IN FEET 4) FOR RESTORATION NOTES • / ,.. \ ,-, \ . . . \ / .. , •':. •, 5'-4" 15.-0" 5'-4" ... -... WINGWALL 1 -7 --". WINGWALL 2 ---.,... ... WSDOT STD.CHAIN LINK FENCE /--- TYPE 4 .-, .. . . . ... '. in 77n ,.. ,. 435' • . .• 7,,'0 '''''''''"--1'• ••••••• •••...,.....,,,,• 0 a-i I,:•••• •••• • :4'V•••••••., •`4.' •:.: ..• ,.4 r4'• ' . .. ‘:•:: 440: •••:•• : ••• .. . • .4 ._>t:.. 1'••• • • •• •ity•• 4 0)L sj. F u.s • • ,i,,•:•: • 4',04,. 0 EXISTING GRADE-- r • • .r•• • ••••4 ..._ ._..._.... .. _ .. 430' ---------•••• •------------- • • -,--, •- • - -- --------,------- -• --• ------ - " / •:-- / -TOP OF WALL TOP OF / I \ ..,„------: WINGWALL(TYP.) • .., / • " / '2' 11 2' ...-... .... ... .- z • .. .. / • • TOP OF WINGWALL 1 / • TOP OF WINGWALL 2 425' ELEV.=424.66' ,/ . .\\. . . ELEV..=424.38' . . - . - - - - - - - - • - '-— '- •• \i / N BOTTOM OF WALL ‘., /, ELEV.=421.40' - . I A . N ' / N `‘, / .... . \__ 420' . .. . ../. . ... . - - -.. .. . V - 3"0 WEEP HOLE @ 2%SLOPE - ' FINISHED GRADE / BOTTOM OF BACKWALL BOTTOM OF WINGWALL SEE RD SHEETS ' FOOTING DRAIN TO DOWNSTREAM FOOTING(TYP.) CATCH BASIN . ... DEVELOPED PROFILE HORIZ: 1.3' . . VERT: 1"=3' .. _ . sei;jri..r.4.1.\ SURVEYED: DRAWN BY: APM CITY OF RENTON DUVALL AVE NE DRAWING NO. WD2 ;S..' PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 DESIGN BY: APM , TRANSPORTATION DIVISION LI.37, it-T9F:I,7 :..ParameStrili.*-&-., CONFORMED SET FED AID NO. . .. . CHECK BY: JRM ,.. . _ 1.,ii.,:44)},,. ' APPROVED FOR CONSTRUCTION WALL DETAILS DATE: FEB 2021 . . 1010 WM AVENUE SE.SURE 100 -. i..,,, PROJ MGR: .CMC PUYALLUP.WASMOSTUN 963 44 .1.4747e., -ilith t SHEET 2 OF 3 T 233 604.6600 E..3 604 SMS DATE:"T-,..,,‘ SHEET NO. 38 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE "t7ON'Ant'Cfr °44'sam FILE:PU2141779045-WO.dwe v.,"*Par,...".“^, BY: -.7,i.,..,...-`, „, _ WALL ALIGNMENT -----, 17-0"BACKWALL &WORK LINE _____ OUT-TO-OUT --• SLOPE TO DRAIN 3' yl'-0" WALL ALIGNMENT ^` &WORK LINE ' • MIN. 1'-0" ` �.. 1' .-, I f/—%a"CHAMFER(TYP.) •2MAX �� I / o;, ' 1.:-.... �'' :`\\\ NOTE(S): 1. BACKFILLWITHTOPSOILTYPEBACCORDING 2-#66(HORIZ.) TO WSDOTSTD.SPEC.8-02.3(4)B (HORIZ)_._2. HYDRO SEED DISTURBED AREAS ACCORDINGOzry / S NOTOMSEE NOTEI2 // ---��c7 /\\ —�---- C '-#4-p • 2-#6 ` � GRAVEL BACKFILL FOR WALL // ! 1 I f 2"CLR. e FENCE POST(TYP.)- ... .......: ...... , 2 1 2"CLR. 9 A #6 .....\ (TYP.) \ `,1 • • B -#6= m E. • #4 @ 1'-0"MAX.SPA. - Y4"PREMOLDED WSDOT STD.CHAIN LINK FENCE TYPE 4 1 `2__ JOINT FILLER Ir B -#6 3"0 WEEP HOLE @ 2%SLOPE ---- •� - - DRAIN TO DOWNSTREAM CATCH ' _ . BASIN ,`:....... '..__...-._.. \ ---SEE® ) /- p(TYP. SEE e i /� \ .. A _#6 I _� Il ._..._-.... - .._ 2 -FINISH / i o I . . \ ` ' GRADE I I • I I -I N.g w ; I j 1 4l4Il4Irlllil�lylay1°I�I�I^l�IylAl�lyll1t!0�l�Il° ( 1 ` 8'-0: �_6' � �l lal l��of�Q�I� ifi i. i, i�i�ili�i iri��i-�ili�i�ifi�i. 1.FENCE POST TOP OF WINGWALL (SYMMETRIC) i'-0" _ 2 C -#4 2"CLR. FOOTING 1'-0" _ 6°CSTC • 1 (TYP.) (TR.) 6"CSTC 5 SPA.@ l'-0"MAX. FENCE_POST LOCATIONS SECTION � SECTION DETAIL (71 NO SCALE WD2 NO SCALE NO SCALE - SEE WSDOT STD PLAN BENDING• DIAGRAM / D-4 COND.B FOR WALL NOTE: WINGWALL FOOTING REINFORCEMENT NOT SHOWN / 1.FENCE POST _ DIMENSIONS ARE OU OUT-TO-OUT DRAINAGE DETAILS A .=16'-83/4" _f/ BACKWALL REINFORCEMENT / WINGWALL REINFORCEMENT • / ' ' • B =1S'-43/4" DAYLIGHT DRAIN TO n NORTH END OF BACKWALL 11— - ../ CONSTR.JOINT W/ CONSTR.JOINT W/ -"--111 T/ ,,-#S @ 1'-0"MAX. 1 b ROUGHENED SURFACE ROUGHENED SURFACE --� / iJ i r NON-SHRINK GROUT �J i J,--#5 @ 1.-0"MAX. N ;` BACK FACE OF WALL \ z `-. i OR WINGWALL Z., f 6"CSTC 6"CSTC \ I o O in l 1 1 1 \"`\\� -.m 1 60 cJ Y 1 I w 4 r^ _2-#5 SPA.EQ. 2"CLR. ^' _ 3-#5 SPA.EQ. _ _2"CLR. 6" w'v " TOP/BOT. _ TOP/BOT. ', z m w n - 4"GALVANIZED STD PIPE SLEEVE- j Or ¢ w - 2'-0" 3'-0" 1 GROUT POST IN SLEEVE u _ cc , > a N a �- - m BACKWALL FOOTING WINGWALL FOOTING FENCE POST NOTE: 1, PLUG SLEEVE TO PREVENT INFILTRATION j DETAIL r1 SECTION n DETAIL n DURING CASTING OF CONCRETE. NO SCALE - NO SCALE - NO SCALE -. 2. POSTS MUST BE INSTALLED VERTICAL. NOTE: A B NOT SHOWN 'Ar Y05tl_,T^ r�T<y DRAWN SURVEYED: APM CITY OF RENTON DUVALL AVE NE DRAWING NO. V V D3 .7V:G' k� .\'V PROJECT NO. 2141779045 F= �� -- _ PUBLIC WORKS DEPARTMENT !v' s; DESIGN BY: APM -�- :-' ;- ' .t 'r'arametrix- CONFORMED SET TRANSPORTATION DIVISION FED AID NO. • '4: / Z, CHECK BY: JRM .—._-- -«... - • ...... APPROVED CONSTRUCTION WALL DETAILS h PP D FOR 1.o 3:1::26 �`Z� t°t°19T"nvFNUE SF..Su1TE t°0 of,+c(y�F.KF/' PROJ MGR: CMC PUVA0.11P.14,. RVN V. /'- '. DATE: FOPEB 294 t __ .�. z5�°.E�°F.x,E� 7�G� SHEET 3 OF 3 NUMBER REVISION DESCRIPTION BY APP. DATE I �a.�VoNAI. 44 'WW2°. FILE:PU2141779045-WO.dwE .+.r uin. BY:,/L� ..__:_........._- DATE: ! SHEET NO. 39 OF 94 • :'/ . I GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING EX CB#1 , / . • 2 UTILITY LOCATIONS. s op • 2.•. ALL RECTANGULAR CATCH BASIN FRAMES AND - .. Z i.,, :' GRATES SHALL BE VANED GRATES PER COR STD ` = `:..' ° - =:.. PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. w • 2 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER "' DRAINAGE NOTES C-LINE DUVALL AVENUE NE (._, ; w z ..-- 4. FOR TYPICAL STORM PIPET TRENCH SECTION DETAI L, IL 891+00 842+00 v'(. 893+00 SEE COR STD PLAN 220.20. w,' + 5. ALLCALLOUTSARETOTHECENTEROFTHE Ql STRUCTURE. .. SO CB43 10LF-12"CMP DO CONNECT TO EX 12"CMP a 6. PROVIDE STORM DRAIN INLET PROTECTION,PER ©©CB#2 CULVERT CR#5 0I- COR STD PLAN 216.30,FOR ALL NEW STRUCTURES w AND EXISTING STRUCTURES CALLED ON IN THESE UNTIL INLET PROTECTION_..._.. -. _. Z SHEETS. MAINTAIN P P P P-. P ---P-1Z P) - P- P �Z(PP)p. = 2 PAVING AND ROADWAY OPERATIONS ARE y --.... COMPLETE- . , EX CB# - , .. 7. FOR TYPICAL UTILITY CROSSINGS SEE DETAIL , � 2 •,-I• ;`,,;<:" 2 SHEET SD10. IF AT LEAST 8"OF SEPARATION • O 12"CMP COUPLING • "'•,. _'` BETWEEN UTILITIES CANNOT BE ACHIEVED,REFER IE=423.23' TO DETAIL 3,SHEET SD10- 2 • NOTES: w Ol CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 Z OCONNECTION TO DRAINAGE STRUCTURE. PLAN4 O 4'X4'OFFLINE TREE BOX BIOFILTRATION UNIT SCALE IN FEET 41 3 0 20 40 O4 CONCRETE INLET PER COR STD PLAN 200.30 --._. 0 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 • , 0 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 . • S0.9LF 12"(PP) • • S=0.0200 FT/FT 430 . 430' • EXISTING GRADE AT -----_ C-LINE(TYP) ------- ------- ----- n 5=0.0132 FT/Fr __ ---- - 59.1LF 12"(PP) 0 • • • 420' .. : .. -.. 420' CB#5 TYPE I CB#3 TYPE 1L 'STA 893+64.27 31.5'R • CB#2 TYPE 1L STA 893+12.45 31.5'R RIM EL=426.03 RIM EL=425.66 IE=422.50IN(12",N) ' STA 892+53.32 31.5'R IE=423.11 IN(12",NE) IE=422.50 OUT(12",S) RIM EL=424.77 IE=421.48 IN(12",N) IE=420.70 IN(12",N) IE=421.48 OUT(12",5) IE=420.20 OUT(18",W) 410' . • 410' EXISTING GRADE AT C-LINE(TYP) . Ol 0, C0 N' H• Nl . N . .0 r. co or. o 00 or r� 0 m • ri ni V' v 6 ui 6 to 6 r N N• N N N N N N N N N - V Q• C' C' V V O V O Q o' 891+00 892+00 893+00 894+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' SURVEYED: ` �OROpr DUVALL AVE NE DRAWING NO. � SD1 , a „c DRAWN BY: YM CITY OF RENTON �� f/ I a y v.'. $t DESIGN BY: YM --+- PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 Parametfiic CONFORMED SET TRANSPORTATION DIVISION FED AID NO. CHECK BY: nF --- STORM PLAN AND PROFILE • ( %V-..2 101P MP AVENUE SE.WYE im APPROVE/FOR CONSTRUCTION * fd,co PROJ MGR: CMC /1 STA 891+50 TO STA 894+00 DATE: FEB 2021 'y- @}' PUYALLUP.WASPING10N WY. /f? A�, Y.vsl Sanroo c>s3 w.e7.n �(r•f,1 r SHEET NO. 40 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE """�" FILE:PU2141779045-SD.dwg �-.+A.ca.".mnc� BY�r./...� `� DnTE:7i/;I2, SHEET 1 OF 13 • GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. ------------ _ _ 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD _ --- -- ._ X; - --._-- __----- --- ---• PLANSNOTE 204.00 AND 204.20 UNLESS OTHERWISE TT u 3. ADDITIONAL SURFACE WATER (1 SEE SHEET LA2 FOR DRAINAGE NOTES. r C-LINE o-I I-- - Z w 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, m _ ro = SEE COR STD PLAN 220.20. to 00 895+00 --- °° CB#39 0,,. cn - _ 896+00 - _=--- D -�- 5. ARE TO THE CENTER OF THE I --_--- -_ - u.I ALL CALLOUTS w STRUCTURE- _ 897+0p - ==___ - . - .- N 00 lD I- 898+00 00 - - - 6. E STM DRAIN T PROEIO , CUR STD PLAN 216.30,FOR INLE ALL NEWT STRUNCTUR ANDPROVID EXISTINGOR STRUCTURES CALLED ONCT IN THESEPERES v DUVALL AVENUE NE 00 SHEETS. MAINTAIN INLET PROTECTION UNTIL N _,__ ROADWAY OPERATIONS ARE - d d d 1T d d d _ ----_ - COMPLETE. P p P 12 P - - _P - P P P.. P.... ... r> - ::: P__P z FOR TYPICAL UTILITY CROSSINGS,SEE DETAIL , --I _, ^ SHEET SD10. IF AT LEAST 8"OF SEPARATION -- --- J BETWEEN UTILITIES CANNOT BE ACHIEVED,REFER N CB#6 1 CB#38 1 V TO DETAIL 3,SHEET SD10. m a 2 NOTES: O CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 O CONNECTION TO DRAINAGE STRUCTURE. O 4'X4'OFFLINE TREE BOX BIOFILTRATION UNIT OCONCRETE INLET PER COR STD PLAN 200.30 OCATCH BASIN TYPE 1L PER COR STD PLAN 200.10 PLAN tp 6 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 SCALE IN FEET / 0 20 40 440' 440' EXISTI RADE NG G �, • --PROPOSED GRADE AT SIDEWALK PROPOSED GRADE AT• PROPOSED GRADE AT \! EXISTING GRADE AT C-LINE(TYP) MEDIAN • 430'. • J.................. ( ) C-LINE ..., 430 43 V. 430• TYP - • 55.3LF 12"(PPj 24.7LF 12"(PP) 194.3LF 12"(PP) • S=0.0100FT/FT 5=0.0050 FT/FT E • 5=0.0100 FT/FT.............. . • ( • J 420' . CB#38 TYPE I 420• CB#39 TYPE I 420' CB#6 TYPE I ' STA 896+16.86 31.5'R STA 896+16.86 6.7'R RIM 89 +61.60 61.60 31.5'R RIM EL=429.74 RIM EL=429.55(12",El IE=425.13 OUT IE 425.00IN(12",W) CB#38 TYPE I STA IE=424.45 IN(12",N) IE=425.00 OUT(12",S) EXISTING GRADE AT- PROPOSED GRADE AT STA 896+16.86 31.5'R IE=424.45 OUT(12",S) C-LINE(TYP) EXISTINGGRADE- C-LINE(TYP) RIM EL 429.74 IE 425.00IN(12",W) IE=425.00 OUT(12",S) al InU,v v a Cr V •n'tt to in IN,✓) CO lD Ot"l° m r- to 09 In to o:O1 m Ol N 0 0 0 t+l V 0 N-0 al.m N N d'V t°l° a9 m o N t m m ✓t W m 0 V� N'1� v'Qt l° CO r-••D m m ,. m n n °d.CC; °3 CO au oo LOU, o;of N Ot of ai ai o of o 0 0 0 0 0-0 0 .� o •-+ .+ •-+`•-. °' O1-o N N N N'N N N NN N N N N m to en en m'm en en en m en In en m m N N en vv vv vv vv :v v-v vv vv vv vv vv vv v-v v..:1- ,1- vv vv v•v v v-v 894+00 895+00 896+00• 897+00 898+00 898+50 80+00 80+70 PROFILE PROFILE PROPOSED GRADE HORIZ: 1"=20' VERT: 1"=4' HORIZ: 1"=20' VERT: 1"=4' SURVEYED. CITY OF RENTONSD2 • �osov/ DUVALLAVE NE DRAWING NO. DRAWN BY: YM Qy,'bo4>rp�� PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 47,m $o DESIGN BY: YM .. ..._ TRANSPORTATION DIVISION •Parametr x=•�-.. CONFORMED SET FEDAIONO. CHECK BY. AF - _ STORM PLAN AND PROFILE ��"�o 3stn AVENUE se.su�rEtw APPROVED FOR CONSTRUCTION PROJ MGR: CMC fwnuue,wa:aCmcr°n vwra STA 894+00 TO STA 898+50 DATE: FEB 2021 I AI t• T 20 NH,KtlI F tSt f45fi1"9 �Y:/J2c DATE:'�IIe��L� NUMBER REVISION DESCRIPTION BY APP. DATE °""� FLEE:PU2141779045-SD.dwg e=t"^" BY SHEET2OF 13 SHEET NO. 41 OF 94 J • GENERAL NOTES: • p 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING o UTILITY LOCATIONS. F- o /UJ Q a1. 12.1 2. ALL RECTANGULAR CATCH BASIN FRAMES AND O EX CB#8 GRATES SHALL BE VANED GRATES PER COR STD W , / PLANS 204.00 AND 204.20 UNLESS OTHERWISE w NOTED- / 0 _s__ R 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. DO - . .- 01 ..-- _ °.r . ... ....- - =.E'- ---.. - 4. TORM PIPE TRENCH SECTION DETAIL, w w 2 FOR TYPICAL S DO .. EX 18"(PP) w SEE COR STD PLAN 220.20. I- N 5. ALL CALLOUTS ARE TO THE CENTER OF THE W STRUCTURE. -.- .....: _.._ C-LfNE � O EX 24"(GONG) O+ 6. PROVIDE STORM DRAIN INLET PROTECTION,PER ---- -C. = 899+00 900+00 901+00 902+00 903 p COR STD PLAN 216.30,FOR ALL NEW STRUCTURES U - 1 - 1' - I - o -1- I - I - 1 ' 01 AND EXISTING STRUCTURES CALLED ON IN THESE Q Io 0 -'-__--'' Q SHEETS. MAINTAIN INLET PROTECTION UNTIL DUVALL AVENUE NE I- PAVING AND ROADWAY OPERATIONS ARE w COMPLETE. Z o 7. FOR TYPICAL UTILITY CROSSINGS,SEE DETAIL 2, ,,- = SHEET SD10. IF AT LEAST 8"OF SEPARATION ION --_,_ -- - ^ .---- BETWEEN UTILITIES CANNOT BE -� -- - ACHIEVED,REFER . ...P...... P__.._...._�d. - l - ........ - ....._...__..._---._.. ------._�,;__ .-.� .-::. -..._---._ - TO DETAIL HEETSDIO. 12"(PP) Q 3 S _ / ES IX NOT ' -- , ,``.- Z • . , / /r O1 CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 '_,� • ''.1;.� .. . v EEx43014 CONC.CULVERT I / O CONNECTION TO DRAINAGE STRUCTURE. ! . O 4'X4'OFFLINE TREE BOX BIOFILTRATION UNIT I I O CONCRETE INLET PER COR STD PLAN 200.30 I ' PLAN • O CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 IIN SCALE IN FEET C 0 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 �J • 0 20 40 440'; -, .. ,.. - ......... -_........ ___.--- - ... ..._...... ... ..... -__. ....... - - -... .. - .. .. .. .. . 440' • PROPOSED GRADE AT C-LINE(TYP) 67.1LF 12"(DI) SS W S=0,0051 FT/FT `. EXISTING GRADE AT C-LINE(TYP) - _ jT 110.00 12"(PP) ^ / 5=0.0053E7/FT 430' CB#7 TYPE I CB#9 48"TYPE II EX CB#8 - STA 900+68.78 31.5'R STA g00+g131.9'I. ST4 902+20.68 30.9'R RIM EL=432.96 RIM EL=432.65 RIM EL=433.83 IE=430.78 OUT(12",W) IE=430.78 IN(12",N) IE=430.431N(12",SE) IE=430.10 OUT 12",NW) IE=429.78 O(24",NE) = 80 IE 429.780 • STA 900+87- 420' . .. IE 428.40' EX SS UT(24"SW) EX WATER MAIN IE PER 42 0 COR AS-BUILT SHEET . W-3363 DATED 02/06/2019 EXISTING GRADE AT PROPOSED GRADE AT C-LINE(TYP) C-LINE(TYP) co CO mom �;O I,o UI;N CO N c-m .+m ov ui ,.-In 0 VD N 0 r. "0' r 0 alh h Ol-01 .N ma m ID 1-- CO Ol O .--1 N VT TT W 00 O O N N m CO Ul O r N IT V .-I..-, I-I '-, N N N N N N N N N m m m m CO m.CO m-m 4 V V V 4 T 4 M 4 M 4 Ill m-m m.m m m m CO CO TOm CO CO m m m CO m CO m m m m m m m m,m m m m'm m m a V a- R,1- ,.V V , , C C VT V V C V a':, , , a C V V v v v V V O V VT 898+50 899+00 900+00 901+00 902+00 903+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' SURVEYED: S D 3 `GTOROV7 DUVALL AVE NE DRAWING NO S CITY OF RENTON 'A GY/"` 7'GS; DRAWN BY: YM PROJECT NO. 2141779045 PUBIC WORKS DEPARTMENT o y li DDESIGN BY: YM TRANSPORTATION ORTATION DIVISION CHECK BY: AF 1?arametrlX=" '.. CONFORMED SET FED AID NO. APPRQVE FORCONSTRUCTiON STORM PLAN AND PROFILE .' Bs 1018 WIN AVENUE SE,SUITE,w DATE: FEB 2021 "�rsrs�'0 PROJ MGR: CMC PUYALLUP,WASHINGTON OAITA r STA 898+50 TO STA 903+00 .y,, T25l VA suro F.ua ssasm BY:�'i SHEET NO. 42 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE_ '''"'"' FILE:PU2141779045-50-dwg w.+Il.+anm" f DATE:71LG�di SHEET 3 OF 13 SEE SHEET SD4A I -: GENERAL NOTES: imm mom ii mm am il MN 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING I UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND 4 CB#18 • STA 90O.29 44.9'L I 5.2LF 12"(PP) '` I GRATES SHALL BE VANED GRATES PER COR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE RIM EL=436.'9 5=0.0050 FT/FT,: NOTED. CB#12 TYPE I n 12"(PP)IE=432.28 OUT(NE) ' mI .. 3 DRAINAGE NOTES-SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER (, \ to 0 J v) • _ -, i QQ , I- 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, w - - -"• -- 11,, ' 1 w SEE COR STD PLAN220.20. w - .-- _ .. ___ -12.'(PP)__- = - 1 "(PP) - .- 2 i I• ` 7- N -, NMI •=111 NMI En S. ALL CALLOUTS ARE TO THE CENTER OF THE w Lu _. . .. PE STRUCTURE. CB#17TY IOl w M EX OM 0 0 CB#16 TYPE! -• C-LINE 6 E STORM DRAIN ET PROTECTION,PER , _ COR SDD PLAN 216.30,FOR LALL NEW STRUCTURES 0 0 E + - -= ter_.... ____- _ ..... AND EXISTING STRUCTURES CALLED ON IN THESE 90 +00 908l 00+ SHEETS. MAINTAIN INLET PROTECTION UNTIL mo 60 - ....... _ '904+00 I 905+001 906+00 �--t-: - TI 00 - i - F rn - _____it_____________ - - { - PAVING AND ROADWAY OPERATIONS ARE cn Q ------------ - DUVALL AVENUE NE , ¢ COMPLETE. c~n En 7. FOR TYPICAL UTILITY CROSSINGS,SEE DETAIL 2, w j Z SHEET S010. IF AT LEAST 8"OF SEPARATION Z CANNOT BE ACHIEVED,REFER CB#14 ., ... -1 - TO DETAIL HEETSD10 = SEE SHEET SO4SD4 IV- 12"(PP) 12"(PP)_ _ �\ 2 NOTES CB#10 O \, •� o ',/CB#13 Ol O7 CB#15 � � '.�, �� O CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 ` rll--. Ui ., f: ' O CONNECTION TO DRAINAGE STRUCTURE. ' i O 3 4'X4'OFFLINE TREE BOX BIOFILTRATION UNIT PLAN 411N CONCRETE INLET PER COR STD PLAN 200.30 SCALE IN FEET � 5 qO O CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 0 20 40 450 50 O CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 q 6 28.71E 12"(PP) EXISTING GRADE AT 5=0.0050 FT/FT C-LINE(TYP) 440' - 0 44 ' n n.......... ... " PROPOSED GRAD E AT , 149.0LF 12 (PP) 120.OLF 12"(PP) S=0.0050 FT/FT C-LINE(TYP) S=0.0050 FT/FT ' • 430' - CB#15 TYPE I 30 CB#13 TYPE I STA 906+22.55 59.4'R CB#10 TYPE I STA 904+59.43 31.5'R CB#14 TYPE I RIM EL=437.72 STA 903+39.43 31.5'R RIM EL=435.85 STA 906 F08.43 34.3'R IE=432.90 OUT(12",SW) . RIM EL=434.91 IE 432.0IN(12",N) RIM EL=436.75 EXISTING GRADE AT PROPOSED GRADE AT IE=431.4IN 12",N) IE=432.75 IN(12",NE) ( IE=432.0 OUT(12",S) IE 432 75 OU ) IE 431.40UT(12",S). _... C LINE(TYP) C-LINE(TYP ' 1 to .+ oo en en a n'rn .~a co a N.en 0 N tel 1-1 co 0 to 0 n 03 CO-N. .-1 N m 0 to)a -a '0 CO CO CI of 000-M 0 0 N N IT a 0:0 1.--EC CO O .-1-N Ell_m ul v1 r--I, Oa) N e-r a:en la 01,(ID ale-. ui ui ui t 0 t!1 to 6 la 6 to to 6 6 6 6 to to n n C. n:n: n N. N n c0 r 00 00 00 co 00 co T e6 00 e6 • en ell IT en-en en rn : 'en enen en en enn:en M- en en m enen en a s a s m m m en m ena s a a- a a a s a s a s a COCOen M IT m m'a a s a.a aa a s a-a a s a s a s a en a s 903+00 904+00 905+00 906+00 907+00 908+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' SURVEYED. CITY OF RENTON SD4 �osovt DUVALL AVE N E DRAWING NO. •4 of li�C' DRAWN BY: YM �2'R$ PROJECT NO. 214177904S '� „* PUBLIC WORKS DEPARTMENT �iF $xo DESIGN BY: YM _ r .� TRANSPORTATION DIVISION o a < CHECK BY: AF .-,=,�'aiametriz, •- CONFORMED SET STORM PLAN AND PROFILE FED AID NO. . c I, $ TOO nsrn AVENUE SE SIETE IT APPROVED FOR CONSTRUCTION PRO)MGR: CMC rurr,u.uv,wAswrmr0"sears STA 903+00 TO STA 908+00 DATE: FEB 2021 %OVAL 10.'� @�� T as NH 0,00 F]SI f0.1 UT BY: �i�y/- / ti SHEET NO. _43 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE FILE:PU2 1417 7904 5-SD.dwB N.."..'"'"'r""" I yro...x' ...._....... DATE:T �/- SHEET 4 OF 13 .g GENERAL NOTES: • 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING I` UTILITY LOCATIONS. O2. ALL RECTANGULAR CATCH BASIN FRAMES AND 4 CB#18 STA 906+12.29 44.9'L 5.2LF 12"(PP) I GRATES SHALL BE VANED GRATES PER COR STD RIM EL=436.89 S=0.0050 FT/FT NOTED.204.00 AND 204.20 UNLESS OTHERWISE PLANS CB#12 TYPE I Oi 12'(PP)IE 432.28 OUT(NE) ;,, = • ' U 3. ADDITIONAL SURFACE WATER m Ui DRAINAGE NOTES p v, J Ui w .... `s' ", --..... ....- _........__..__ « QQ 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, w W l ` -- - 1 (PP)-_.- �'(PP) 1_ SEE COR STD PLAN 220.20. 12" _ w N \. N 5. ALL CALLOUTS ARE TO THE CENTER OF THE w • 1 CB#17 TYPE I w STRUCTURE. N EX CB#11 O2 O CB#16 TYPE I C-LINE tn 6. PROVIDE STORM DRAIN INLET PROTECTION,PER O COR STD PLAN 216 30 FOR ALL NEW STRUCTURES .__- AND EXISTING STRUCTURES CALLED ON IN THESE en r00 �904+00 905+00 906+00 907+00 908 op f SHEETS. T MAINTAIN INLET PROTECTION UNTIL Ool - I j _I I I - I I - �;:-� _ I - I 0 PAVING AND ROADWAY OPERATIONS ARE Q- - --- DUVALL AVENUE NE Q COMPLETE. fj,- MIME NMI EMI Ns mom umm mow Imo am moo mom Emu Emo Nom mom ome Emu 'aim mot Eum w �, w 7. FOR TYPICAL UTILITY CROSSINGS,SEE DETAIL 2, z SHEET SD10. IF AT LEAST 8"OF SEPARATION CB#14 J- BETWEEN UTILITIES CANNOT BE ACHIEVED,REFER I SEE SHEET SD4 TO DETAIL 3,SHEET SD10. ._...__....._ 12"PP NOTES: �' „ 1 CB#10 \ c Ol CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 cans C85 RAJ tJl /' O CONNECTIONTODRAINAGESTRUCTURE. - - - - - - - "- - - - - - - - - - - - - - - - mem min imo O 3 4'X4'OFFLINE TREE BOX BIOFILTRATION UNIT SEE SHEET SD4 PLAN (AN ) CONCRETE INLET PER COR STD PLAN 200.30 SCALE IN FEET y`r O CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 0 20 40 O6 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 450' PROPOSED GRADE AT EXISTING GRADE AT C-LINE(TYP) ' C-LINE(TYP) , 440'i :............_..................._:._.........._.................-.,_........ 22.9LF 12"(PP) ... ..' EX 18"(PP) 5=0.0050 FT/FT �0 ' rl n • 135.9LF 12"(PP) 135.0LF 12"(PP) 6"W S=0.0050 FT/Fr 5=0.0050'I- Fr/FT ' 0 430' ..., _ s.... , . 430' - CB#12 TYPE EX CB#11 CB#16 TYPE I CB#17 TYPE I STA 904+60.67 31.5'L -- 4 PROPOSED GRADE AT STA 903+24.8131.0'L RIM EL=435.73 STA 905+95.67 31-5'L STA 906+16.20 41.6'L EXISTING GRADE AT C-LINE(TYP) • RIM EL=434.74 RIM EL=436.85 RIM EL=436.98 IE 431.47 IN(12",N) C-LINE(TYP) 1E=430.79IN(12",N) IE=432.14 IN(12",NW) IE�32.26IN(12",SW) IE=430.29 OUT(18",S) IE 431.47 OUT(12",S) IE=432.14 OUT(12",S) IE=432.26 OUT(12",SE) C0 .-- eon al ',1" N' .v wv Nm 01N m Coo Corn N00 CCn h mti Ca Co v Cn CO rn c rn Ca CO CO o o ry-N CO y 0 Cn n co coo .-C N m m CO m N n oh N 'Cr co CD Cn 66 mCO Ol Cn Cn Cd Cn Ca m rn Co CO Cd CCi M Co Co Co CO CO CO n rO,n C`C C�:C' CO M 0i C ao eo re,of rn of co CO mm mm a- a m.m CO CO mm mm CO CO mm mmnm m'm CO CO m m in en v �r a v a ' . v a COv v v 'Cr v v v Cr c a v o COv v v v v v v a v a v v v v v v 903+00 904+00 905+00 906+00 907+00 908+00 PROFILE HORIZ: 1"=20' - VERT: 1"=4' SURVEYED. CITY OF RENTON SD4A �oRov7,' DUVALL AVE NE DRAWING NO. ti:6�OY &7� 0� DRAWN BY: YM FROGGY NO. 2141779045 a pz o DESIGN BY: YM : PUBLIC WORKS DEPARTMENT P < :-°4Parainetrix._ CONFORMED SET TRANSPORTATION DIVISION FEDAIDNO. CHECK BY: AF :.. ">., z- STORM PLAN AND PROFILE APPROVEYFOR CONSTRUCTION '%• o PROJ MGR: CMC rocs ours AVENUE se score+w DATE: FEB 2021 BftsTsPUYALLUP.wa::m„CDOCVCOC ( `%__I , STA 903+00 TO STA 908+00 NUMBER REVISION DESCRIPTION BY APP. DATE °�O"" FILE:PU2141779045-SD.dwg rv"...xua.., BY;% DATE:'7I/Gf I SHEET 5 OF 13 SHEET NO. 44 OF 94 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 0 O STA 910+38.1,35.0'L • A.® STA 912+36.2,34.9'L CB#20 Ol 2. ALL RECTANGULAR CATCH BASIN FRAMES AND - 4'x4'OFFLINE TBBU �� 4'x4'OFFLINE TBBU GRATES SHALL BE VANED GRATES PER COR STD , PLANS 204.00 AND 204.20 UNLESS OTHERWISE ., - NOTED. .r_-_-»„-_'.-.__._..: __----_-- -'--- -- -- ---'_.-- -_- - > ~1 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER -ice- ---- DRAINAGE NOTES. • o - CB#19 O 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, F- ly SEE COR STD PLAN 220.20. w ccr)+00 909+00 ( 910+00 911+00 - 912+00 913 N I 5 STRUCTURE.TS ARE TO THE CENTER OF THE u i - t--- -- - I-- \\--- - I -- I - I - I- - I -�. I - IIL -- W _._..._..._....._.....------......._...._...... ........:_>:-_:_._'-_---_-----_._v - . -- -�._-_..._.__. _, .:._-_ 6. PROVIDE STORM DRAIN INLET PROTECTION,PER ...... DUVALL AVENUE NE • c COR STD PLAN 216.30,FOR ALL NEW STRUCTURES p C-LINE AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL 00 ,-t PAVING AND ROADWAY OPERATIONS ARE 01 _ ... ........_ .. ..__.._.._.._�_. .. .. .............. ... . COMPLETE.. 7. FOR TYPICAL UTILITY CR OSSINGS,SEE DETAIL 2 W • ut SHEET SD10. IF AT LEAST 8"OF SEPARATION Z Z BETWEEN UTILITIES CANNOT BE ACHIEVED,REFER , O TO DETAIL 3,SHEET SD10. 1 I- -H STA 912+85.59,38'R RIM EL=431.90 Q NOTES:12 (CONC)IE=429.10 IN(S) 2 8"(CONC)IE=429.55IN(E) O CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 12"(PP)IE 429.10 OUT(N) O CONNECTION TO DRAINAGE STRUCTURE. 0 4'X4'OFFLINE TREE BOX BIOFILTRATION UNIT PLAN n CONCRETE INLET PER COR STD PLAN 200.30 SCALE IN FEET �� \SOS CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 0 20 40 O CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 450' . I -,. - - • - 4'X4'OFFLINETBBU - - '- STA 910+38.1,35.0'LT - RIM EL=437.08` ' IE=433.58 OUT(4",N): ' . • - 4'X4'OFFLINE TBBU I STA 912+36.2,34.9'LT " RIM EL=433.32 440''_.. ._............................ GRADE AT ., ...- IE=429.82 OUT , . . 440' PROPOSED GR T(4" N).... i- ------------------------------- EAT E TYP EXISTING GRAD --- C-LINE{TYP)i , . .. . 430' : 430' - I ' CB#19 TYPE I - STA 910+44 31.2'L EXISTING GRADE AT PROPOSED GRADE AT RIM EL=436.47 198.1LF 12"(PP) IE=432.93 IN(4",W) C-LINE(TYP) C-LINE(TYP) S=0,0185 FT/FT - =431.85 ( )OUT 12' N I.CO r-r- a- r N.ry v 0 n en v m 00 a 1.-.00 CO 0, ry N. CA.,-Im 0 v-r .-4? rn NJ N 0, .-„ rn N.0 in. • 0-CO 0 CO 0 enr- c0 m 0 v r. "1 et C ' u ...i COOO el te, N. ,-+ eV 0 1.-. VI n o rn 0,01 m CA ro of 00 of o0 00-06 0)-of 0o co co 00 00 06 r°0o r.:r r a r. d•r. ,o to 05 05 vi u IA of i c v re;rri of m , en en enen en en men enen men mm men m;m men m.m m:m enm mm enm m-en mm mm en v cf. et et 0 et el- et v v o v v v v,v c v 4-4- 4 v v.v v'v 4- 4- a et v et et a v v v-a 908+00 909+00 910+00 911+00 912+00 CB#20 TYPE 1 913+00 STA 912+41.83 31.4'L RIM EL=432.63 PROFILE IE=428.18IN(12",5) HORIZ: 1"=20' IE=429.20IN(4",W) VERT: 1"=4' IE=428.18 OUT(12",N) SURVEYED. CITY OF RENTON SD5 tiJ1�p4�0 •C. DRAWN BY: YM DUVALL AVE NE DRAWING NO. �4 l'ir . CONFORMED SET PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 o ti DESIGN BY: YM n TRANSPORTATION DIVISION CHECK BY: AF 1-a r�metr�X FED AID NO. _..-.__ STORM PLAN AND PROFILE ' APPRO D FOR CONSTRUCTION %�•e��°60tgo PROJ MGR: CMC 1019 meeu. nW03 GT0n F 1001 /, DATE: FEB 2021 N,„�„„�To„9,,,, STA 908+00 TO STA 913+00 `�1G'^'' -=P�' .«'�"° "' I BY � I f'2' SHEET 6 OF 13 SHEET NO. 45 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE ma FILE:PU2141779045-SD.dwg �� 1......____ DATE:7/ / O 0 GENERAL NOTES: STA 917+87,1,38.51T 0 0 TRENCH DRAIN BEGIN Tv> m 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING " , 0SEE DETAIL ' r 3 STA 916+35.0,35.0'L CB#24 1 JD ilk IE=421.85 UTILITY LOCATIONS. 0 3 I STA 914+35.9,35.0'L - CB#23 O© ��O 4'x4'OFFLINE TBBU I O r e tUP 4'x4'OFFLINE TBBU 2' t. r 12"(DI)CULVERT . 2. ALL RECTANGULAR CATCH BASIN FRAMES AND S:, ., I IE�120.37' GRATES SHALL BE VANED GRATES PER COR STD ;;.,f{•z„: ;' .. PLAN 204.00 AND 204.20 UNLESS OTHERWISE �. _ ..r- - __-.__. NOTED. 1 - _ .. 5�1500 J M . to - -- . .. --- - - n 3 12"(PP} ---- V_ -_12"(PP):___ .___ - �' 12"(PP) 12"((PP ADDITIONAL SURFACE WATER 48LF12"(DI) FT FT _. - _ SEE SHEET LA2 FOR N rn DRAINAGE NOTES. W C-LINE CBtt401 7 1 W 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, _ a \J = SEE COR STD PLAN 220.20. L Li) • ... .. .... . ... ... o F . ... . . , . .-. w 5. ALL CAILOUTS ARE TO THE CENTER OF THE w C) o- w STRUCTURE +00.-._...._...__._..__ --.._._......_......__.._--_.___.._..-- ......._.._.__9141+00 N 915+00 916+00 -�,- / 917+00 a 91E� 6. - - I - t - - -- --- - - .- - -- - ." - I I "-o - I O 6. PROVIDE STORM DRAIN INLET PROTECTION,PER M -"' - o T - rn o + COR STD PLAN 216.30,FOR ALL NEW STRUCTURES `i DUVALL AVENUE NE a AND EXISTING STRUCTURES CALLED ON IN THESE O1 - : Ol SHEETS. MAINTAIN INLET PROTECTION UNTIL < - -- Q PAVING ANDROADWAY OPERATIONS ARE 155.91E 12"(PP). c o •a..... ,, _... _....... ....._.. COMPLETE cif w S=0.0252 FT/FT -+ + w - - - - .._. .._ ��-._.._. - _.- _'--- -_= -�m......_..-: _ - ______ _.._=- 7. FOR TYPICAL UTILITY CROSSINGS,SEE DETAIL 2, _...... SHEET IF ATLEAST8 H .... .. - i...-4-- V TO DETAIL 3BETWEEN TS EIETSD10.ES 0 BE ACHIEVED,REFER �' _ .P- - I P F SEPARATION ED R J F- Q 0 CB#22 TYPE I O© I 1 DEP NOTES: 3O STA 914+35.0,35.0'R Q I CB#25 TYPEI O r r STA 914+41.50 31.5'R 3 STA 916+35.0,35.0'R ' �� 4'x4'OFFLINE TBBU RIM EL=428.74r 4'x4'OFFLINE TBBU STA 916+41.63,31.5'R RIM EL=429.42 OI CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 + 12"(PP)IE=425.05IN(Sj RIM EL 425.42 c> RIM EL 424.73 IE=425.92 OUT(4",N) + 4"(PVC)IE=425.70 IN(E) IE=421.92 OUT(4",N) �+ 4"(PVC)IE 421.56 IN(E) O CONNECTION TO DRAINAGE STRUCTURE. "' 12"(PP)IE=425.17 OUT(W) m 12"(PP)IE=420.89 OUT(W) O4'X4'OFFLINE TREE BOX BIOFILTRATION UNIT PLAN ' O CONCRETE INLET PER COR STD PLAN 200.30 SCALE IN FEET 0 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 4'7(4'OFFLINE TBBU 0 20 40 STA 914+35.9,35.0'LT 0 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 RIM EL 429.09 - ...... IE=425.590UT(4",N) I 7 CATCH BASIN TYPE 1 PER COR STD PLAN 200.10 - WITH RECTANGULAR SOLID METAL COVER PER - COR STD PLAN 204.10 - --+- OFFLINE TBBU PROPOSE ---- 9116+35.0,35.0'LT D GRADE AT 430' --- -_ _ SRIiA EL 42542 C-uNE(TYP) 430' • --------- IE=421.920UT(4",N) C-LINE(TYP) -- . .. .. EXISTING GRADE AT E TYP 199,6LF12"(PP) • T ---_-___ • 5 0.0205F7/FT -- ----- . _h 199.1LF 12"(PP) • V S�.O185Ef/F7 --- _ -1 '� 84.01E 12"(PP) - _ 5=0.0215 FT/FT • 420' . . .... .. .. . . 115.2LF 12"(PP) t 420' CB#23 TYPE I • 5=0,0215 FT/FT • STA914+41.5031.5'L RIM EL=428.43 .IE=424.09IN(12",S) IE=424.09IN(12",E) • CB#24 TYPE I ' . EXISTING GRADE AT 'IE=425.09 IN(4",W) I ` STA 916+40.63 31.5'L C-LINE(TYP) IE 424.09 OUT(12 N) RIM EL=424.75 CB#40 TYPE 1L ' IE=421.42 IN(4",W) STA 917+24.66 31.5'L ' - PROPOSED GRADE AT ' IE=420.40 IN(12",S) RIM EL=422.97 C-LINE(TYP) IE=420.40IN(12",E) IE=419.65 IN(12",W) 410' IE=420.40 OUT(12",N) -.... IE=418.60 IN(12",S) 10 IE=418.60 OUT(12",N) II VN N CO 0 0 00;0 CO V I--.W V'a0 0,1.01 01 O ✓1 0.0 (0,Q1 N.N. up ,r O 0 N. N. rn 00O 1-1.tp O N 111(D O N d' 01 N 'I- N 01_N ' N 00 m T CO , ,, (h N W n CO 00-h CON O ti H 10 411 N N .-1 1-1 a-1 e-1 O.0 Ol O O1 6 00-m 06 N n O n-1` (O N. (56 (0 6 ,11 W. -4 4 '1 rt1 T 6 N N CO RI M-KI M 01 M!en N M N:N N N N,N N_N IV'N N'N N N N:N N. N rV N N N N N N vv c,v . Cr•v n-v ,1* CI' vv cc av av c°v v.v av v c-v vv vv vo vv 913+00 914+00 915+00 916+00 917+00 918+00 PROFILE HORIZ: 1"=20' VERT: 1"=4' SURVEYED: SDc .��0ROV/ ''G DRAWN BY: YM CITY OF RENTON DUVALL AVE NE DRAWING NO. V t4,e5' PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 ', DESIGN BY: YM _ m .Parametrix CONFORMED SET TRANSPORTATION DIVISION " _ CHECK BY: AF STORM PLAN AND PROFILE FED AID NO. ;I 1019]9TUVEKJE SE SURE IW APPRO�VE�p�OR CONSTRUCTION DATE: FEB 2021 PROD MGR: CMC nrvu"�,,,,,,"01.0"9s94a {„/•� �1 STA 913+00 TO STA 918+00 da+� FILE:PU2 14 17 7 904 5-SD.dw I.�wars�Pns col V. BY: ' ') DATE://4/1 SHEET NO. 46 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE g P'..:wn,a,, SHEET 7 OF 13 1 I :,, ;i GENERAL STA 918+03.1,38.5'LT Q .' STA 919+00.3,38.5'LT I €!; I NOTES: TRENCH DRAIN END 1 . STA 918+34.3,35.0' �' TRENCH DRAIN END -II. 1. FIELD VERIFY ALL EXISTING CONTRACTORSHALL SEE DETAIL 3 4"IE=419.42 ''•'""• 4'x4'OFFLINE TBBU %V,' I STA 920+25.4,40.0'L0 �' .. ' UTILITY LOCATIONS. 4"IE=421.62 :, , 4'-45°VERT BND(PVC) 3 4"-45°VERT BND(PVC) ,'. 1LF 4"(PVC) , ! ,i < "' 4'x4'OFFLINE TBBU �, 2. ALL RECTANGULAR CATCH BASIN FRAMES AND 5=0.0800 FT/FT O 0 ' ' (2)4"45°BND(PVC) 5 4 x4 OFFLINE TBBU �� 00 AND 204.20 UNLESS OTHERWISE PLANS I. S� F4 (PVC) 1000 FT/FT L 3 I ; .,r../ �; (2)4 BND(PVC) NOTED. ° S + ,4 BE VANED GRATES PER COR STD I 6LF 4"(PVC) 26LF 4"(PVC) "' 6LF 4"(PVC) \ �� ,. 36LF4"(PVC) =::: r.?._:.. ... \ .:.,._ ---S=0.o800 FT/FT-- S 0.1000 FT/Fr-'-j /S=0.l000 Fr/Fr _---. - _5=00800FT/Fr _- -- _ - 12"(PP) 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER =12"(PP � I_ _ • � A_______ -_C_ - - s_ _0 DRAINAGE NOTES. I'-- 12"(PP) 1' 1 - -- -- --- =. - w 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, w _ SEE COR STD PLAN 220.20. LU CB#27 O w STA 918+70.4,38.5'LT', L CB#41 7 C ' i ... • _ _ F TRENCH DRAIN BEGIN ° ' " .._ CB#28 Oi 5 CALLOUTS ARE TO THE CENTER OF THE , SEE DETAIL ' }' STA 919+00.9,38.5'LT LU.......-: ..., o IE=419.92 ` 411 45°VERT BND(PVC) ., ...., STRUCTURE N --F- �� : IE=418.84 a 920+00 6 PRO u-,, 919+00 L --�. - - 921+00 .- - . - VIDE STORM DRAIN INLET PROTECTION,PER 0-+00` - _m_.-___-t__ _ _ , _ 1_ 1----_t_ ` t - - I- - - I 922+00 g COR STD PLAN 216.30,FOR ALL NEW STRUCTURES o O g I - 2 AND EXISTING STRUCTURES CALLED ON IN THESE O CB#26 TYPE I 1 20.8LF 12"(PP) •• ;,.-•••�- > C-LINE3 N SHEETS. MAINTAIN INLET PROTECTION UNTIL COri •' - STA 918+41.63,31.5'R ' 01ri RIM EL=420.45 S=0.0050FT/FT- . r''EXSTCB#38TYPE1 O DUVALLAVENUENE PAVING AND ROADWAY OPERATIONS ARE H 4"(PVC)IE=417.61 IN(E) )�._.._. RIM EL9417.91.46 29.2'R N COMPLETE. vl _ - :i 12"(PP)IE=416.94 OUT(W). P p % 12"(PP)IE 413.721N(S) _ - . ..._.. .. ..... 7 TYPICAL UTILITY CROSS NGS SEE DETAIL w FOR I 2, LLIP�9 P 1. -- .- -.\,. EXST 12 (CMP)IE=413.47IN(E) -,.: •• EXST 14 Z SHEET SD10. IF AT LEAST 8 OF SEPARATION - -- , SIN.-_ -�'^- --- ':'':\ ::.-_ ,-' •-::..•P_.�EXST 18 CMP IE=413.27 OUT N) - ':'.': - - � BETWEEN UTILITIES CANNOT BE ACHIEVED REFER ,_ _ , .._ .._;. .... '' _ TODETAIL 3,SHEETSDIO. r , w: : � S STA 918+35.0,35.01R O AI - I ' : 2 NOTE i4'x4'OFFLINE TBBU 3 +� t � ; O CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 RIM EL=421.15 IE=417.65 OUT 4",N) �~ ., �, ( 1 Z O CONNECTION TO DRAINAGE STRUCTURE. +I- O CB#37 TYPE! STA 919+47.88,32.1'R 1� O3 4'X4'OFFLINE TREE BOX BIOFILTRATION UNIT RIM EL 418.27 - STA 918+03.7,38.5'LT 12"(PP)IE=413.82 OUT(N) ` ut 4"-45°VERT BND(PVC) PLAN /�\ O CONCRETE INLET PER COR STD PLAN 200.30 • IE=421.10 I lQ� OS CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 SCALE IN FEET 20 40 O CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 0O CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 WITH RECTANGULAR SOLID METAL COVER PER COR STD PLAN 204.10 430' ........._..................... • . . ..-. . . . . ... .. .... ..... . .. -.. 0 __4'X4'OFFLINE TBBU I STA 918+34.3,35.0'LT I 4'X4'OFFLINE TBBU RIM EL=421,17 STA 920+25.4,40.0'LT IE=417.67 OUT(4",N) RIM EL=417.32 . �313.82 (4",N) IE OUT EX GRADE AT C-LINE --: PROPOSED GRADE AT (TYP) G T SSG C-LINE(TYP) t P DUCT T 4'X4'OFFLINE TBBU STA 921+92.9 40.0'LT • 420''..._. • D • E1 410 3910U9 420 . ---t • 87.3LF1 1'-1 ----- --------- 5=0.0200 --- -{� FT/FT ' n --- - 104,7LF12"(PP) - - -�., 1 5=0.0211 FT/FT .. - --.... .. . ............ . .. .. EX 8"SS 5=0.0205 FT/FT --- CB#27 TYPE 1L ENCASE -+ 410'.STA 918+39.84 31.5'L ,.. ...._... . - . --- ._ _. 1. 410' IN CDF CB#28 TYPE I CB#29 TYPE RIM EL 420-49 CB#41 TYPE I STA 920+31.18 31.5'L IE=416.12 IN(12",S) STA 919+27:]2 3115'L STA 921+98 31.5'L IE=417.17 IN(4",W) RIM EL=418.64 PROPOSED GRADE AT RIM EL 416.58 IE=416.12 IN(12",E) IE=414.37 IN(12",S) C-LINE(TYP) • IE=412.17IN(12",S) RIM EL 413.17 • IE 413.17IN(4",W) • IE=408.75 IN(12",5) IE=417.61 IN(4",W) IE 415.501N(4",W) IE=409JS IN(4",W) _ IE=412.16 OUT(12",N), 199.OLF 12"(PP) IE=416.12 OUT(12",N) IE 414.37 OUT(12",N) IE=408.75 OUT(12",N) 5=0.0220 FT/FT I-Ch C' to O N u1 CD t(1 CO'tD .-Li NCO aD Ot.CO N. 0 Vl O r N 1-1C t O. 1 CO ID. N 0 N tO N N.en- ap P _ �+1-aO Ol V Ol aO a-.C<1 O co LD;ttf CO I� to C r Q N Cr I„,V N in tD t<1 CO tO O 1, In.--: ey O O O Oi Cl N.CC 01 CO OJ CC a0 n N N. .^-N t0 tD'0 CD;to 1D:to ul R ti C' V rtl ri.m-.i to N N IN-.i N N N N N N t-1 •-I .rl 1-1:4-1 rl N,'i ,-1 ,-1 t-1.r, rl ,-1,-1 c v v v O' o a v a'a v v va v O• v v v c c v v v c v a v a d v v v v vv v v 918+00 919+00 920+00 PROFILE 921+00 922+00 923+00 EXISTING GRADE AT • HORIZ: 1"=20' C-LINE(TYP) VERT: 1"=4' OROV7 ' SURVEYED: DUVALL AVE NE DRAWING NO. ‘� CITY OF RENTON SD7 ey 4 R1%` DRAWN BY: MI PROTECT NO. 2141779045 r., �'� i - PUBLIC WORKS DEPARTMENT FED AID NO. rr��" DESIGN BY: rM Parametrix _' CONFORMED SET O" J2�7I C � TRANSPORTATION DIVISION CHECK BY: AF STORM PLAN AND PROFILE -ae3� 1019 n111 AVM se,SUITE 1m APPROVED FOR CONSTRUCTION DATE: FEB 2021 `'. `.4' PRO!MGR: CMG PUYALLUP.WAJMNGTONMN Ci ,/� STA 918+00 TO STA 923+00 r zvro+rrno r,zl maclm BY: .�,i -I DATE:? G7 SHEET 8 OF 13 SHEET NO. 47 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE FILE:PU2141779045-SD,dwg rvr.>n.,.'. /9-' GENERAL NOTES: • , AI1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 0STA 925+59.6,40,0'L UTILITYAI LOCATIONS. 7 4'x4'OFFLINE TBBU STA 926+78.0,40.1'LO3 -_ 4'x4'OFFLINE TBBU WY 2. ALL RECTANGULAR CATCH BASIN FRAMES AND N -- -- -_ GRATES SHALL BE VANED GRATES PER COR STD •12"(PP) --=-: w , - NOTED./ PLANS 4.00 AND 204.20 UNLESS OTHERWISE cn �O STA 923+92.0,40.0'L __ -_ _ 3- ADDITIONAL SURFACE WATER ....- 4'x4'OFFLINE TBBU ._. CB#30 lO DRAINAGE NOTES. w to , - 24"(PP) �``' - CB#31 5 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, O +00 924+00 CLINE O SEE COR STD PLAN 220.20. + - - I i - 925+00 + -- ___ I ___L_____ 6 CB#32 X MH#3 ©O rn O N 1-- 926+00 " E 3 -- ... S. ALL CALLOUTS ARE TO THE CENTER OF THE CFI - ______,___1._ _-� _ STRUCTURE. 927+pp H DUVALL AVENUE NE I-- 6. PROVIDE STORM DRAIN INLET PROTECTION,PER W - I -- - 9 00. COR STD PLAN 216.30,FOR ALL NEW STRUCTURES Z . AND EXISTING STRUCTURES CALLED ON IN THESE , SHEETS. MAINTAIN INLET PROTECTION UNTIL _ `. _,,. .-.�.:__-• � >> ._:-, .•.- ._ - .,. ,_. .. -.__.. . .. , ROADWAY OPERATIONS ARE U ...... ........ __..... . ... ._. COMPLETE. Q - __�.. - 7 . FOR TYPICAL UTILITY CROSSINGS,SEE DETAIL 2, • -- s. SHEET 5D10 IF AT LEAST 8"Of SEPARATION - , __....... .e � .• ...........,:... . .. ,..:.. .; , BE ACHIEVED,REFER TO DETAIL 3,SHEETSDIO. ---- -- NOTES: i • 0 CATCH BASIN TYPE 1 PER COR STD PLAN 200,00 PLAN U2 CONNECTION TO DRAINAGE STRUCTURE. SCALE IN FEET O 4'X4'OFFLINE TREE BOX BIOFILTRATION UNIT 0 20 40 OCONCRETE INLET PER COR STD PLAN 200.30 OCATCH BASIN TYPE 1L PER COR STD PLAN 200.10 • 4'X4'OFFLINE TBBU PROPOSED GRADE O CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 STA 923+92.0,40.0'LT EXISTING GRADE AT 4'X4'OFFLINE TBBU _ C-LINE(TYP)R AT• 7 EXISTING MANHOLE#33 PARTIAL REPLACEMENT. RIM EL=409.59' STA 925+59.6,40.0'LT SEE SPECIALS 7-05.3(1)FOR DESCRIPTION OF WORK. ------ IE=406,09OUT(4",N) C-LINE - - -- 4'X4'OFFLINETBBU ---- -_ = STA 926+78.0,40.1'LT RIM EL 406 20 ---- IE=402.70 OUT(4",N) RIM EL=405.25 410': _ _ 410' IE=401.75 OUT(4",N) --- 5=0.0050FT/FT , S=0.0165 FT/FT ----j 57.5LF 24"(PP) 1 5=0.0184 FTJFT • 400' ... - . CB#30 TYPE I ! ... E- 400' STA 923+96.89 31.5'L - RIM EL=408.86 123.51E 18"(PP) IE=404-37 IN(12",5) CB#31 TYPE 1L 5=0.0100 FT/FT IE=405.26 IN(4",W) STA 925+64.6131.5'L EX CB#34 IE=40437 OUT(12",N). ..- •ETYPE I IM 402.5705.53 1N(4",W) 10 STA 927+54 32.0'L CB#32 TYPE II STA 926+87.33 3 . 'L EX MH#33 72"TYPE II IE=401.57 IN(12",5) RIM EL=404.70 STA 926+96.32 33.0'L RIM EL=404.88 IE=401.07 OUT(18",N) RIM EL IE=399.83 IN(18",S) IE I41N(24",N) 405.19 IE IN N(1212",El UNKOWN IE=400.51 IN(4",W) IE=399.28 IN(24",S) IE=40034 OUT(24",5) IE=399-33 OUT(24",N) IE=399.28IN(24",N) 390': . ... .. BOTTOM CHANNEL 390' I E=390.67 OUT(SW) EXISTING GRADE AT . PROPOSED GRADE AT C-LINE(TYP) C-LINE(TYP) • 1 / m CO 0:ut 00 e-1 e-1 1N en N O CO .-1 a e+1.0 .--N tD a:t� Co Co O 00 N a CO 1� co N tO en 1. vl.l� too o-to to O -4 v, tom CO 0•W m o v c° m v to'0 e-i 1- CO ut to a earn Not a,a to 0 r` ,-I.-1 .t O O-O 0 m m CO m'.CO COi 1� N 1� r-•tO tO tO tD:tD CO Io to u) to a- u)'u) N u) u) ut u1.ut ui .-1 .-1 .-I .-1 e•1 0 0.0 0-O 0,0 O O 0 0 O O O 0 O-O O-O O O O O O O O O O O O-O a v a a s a a;a Cr v a•a a s a s a s a s a-a a s a s Cr s a s a s Cr Cr a s 923+00 924+00 925+00 PROFILE 926+00 927+00 928+00 HORIZ: 1"=20' VERT: 1"=4' OROV7 ' SURVEYED: p ��\a�SY,'Gd, DRAWN BY: YM CITY OF RENTON DUVALL AVE NE DRAWING NO. SD8 PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 DESIGN YM FED AID NO. ['aratnetix CONFORMED SET FRANSPORTATONDIVISION CHECK BY: AF -- --_-, . - STORM PLAN AND PROFILE a ,0IP avnl AVENUE SE.SURE 100 APPRONEDTOR CONSTRUCTION ,4, *c � PROJ MGR: CMC ruvumr,wASNiNCTON ne»a l ., _ STA923+00 TO END DATE: FEB 2021 NUMBER REVISION DESCRIPTION BY APP. DATE / @j9''' FILE:PU2 14 1 7 7904 5-SD.dwg T---waccoo""�O�cT� BY: •� DATE:7l��1/u SHEET 9 OF 13 SHEET NO. 48 OF 94 GENERAL NOTES: I 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING - I UTILITY LOCATIONS. -., I 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD - I , PLANS 204.00 AND 204.20 UNLESS OTHERWISE I . NOTED. INVERT=394.77 FROM AS-BUILT 09/2002 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. \ 12"(DI)CULVERT , ./ . 5: lE=397.99 OUT(E) - -•, 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, 'S.,. • SEE COR STD PLAN 220.20. ..... .... . x Q. ....... •-•..............--- i.t..,..,.- 4,04—— EX CB#36 0 - 5. ALL CALLOUTS ARE TO THE CENTER OF THE / i.,, - ... -• _ • STRUCTURE. ,-,,--- FROM AS-BUILT 09/2002 ..." -12101),,-TNT FROM - --- - '-' 6. PROVIDE STORM DRAIN INLET PROTECTION,PER ..--,— G G G -"G '" G ...... 6, . COR STD PLAN 216.30,FOR ALL NEW STRUCTURES -•-- AND EXISTING STRUCTURES CALLED ON IN THESE .•- ' - n.•..i. SHEETS. MAINTAIN INLET PROTECTION UNTIL . -0 CB#35 D-LINE-- PAVING AND ROADWAY OPERATIONS ARE, • ' COMPLETE. . . . .. 7. FOR TYPICAL UTILITY CROSSINGS,SEE DETAIL 2, I -I-. — -I- - 50+00 51+00 , 52+00 1 53+00 54+00 SHEET SD10. IF AT LEAST Bfl OF SEPARATION r-- — __ 1 -- — BETWEEN UTILITIES CANNOT BE ACHIEVED,REFER DUVALL AVENUE NE TO DETAIL 3,SHEET SD10. NOTES: _._...._....._ 0 CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 0 CONNECTION TO DRAINAGE STRUCTURE. 0 4'X4'OFFUNE TREE BOX BIOFILTRATION UNIT .--• . ..--- 4 CONCRETE INLET PER COR STD PLAN 200.30 /.. / 0 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 . / - -.-,. PLAN 4) 0 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 SCALE IN FEET • --,_ ...__I ---- _ ..,,. 0 20 40 . .,, •. . ... - - - - -- - • ., .. . . .. . ... . " - . • -EXISTING GRADE AT , . • PROPOSED GRADE AT I ;FLOWLINE i . . .. FLOWLINE 1 . .' ,, • , . . ., ., . . i — ' • : ' 400' , r, : ' _____;__._109.4LF 12"(DI) 1 ___ ' --L__ ' , ,400', ! , S=0,0050 FT/FT ' .. 0 ! ---1 . .. . ,• .. , . ' . •• ' . . . . • : , . ' •• , , .. . . ' . i • . . . •. . ... . . .. . . : . • . . . . . .. '. . EX CB#36 TYPE I . ; CUM TYPE I : . - STA 52+49.36,33.2'L . •.. . STA 51+40.00 33.0'L ' RIM=399.46 FROM AS-BUILT 09/2002 RIM EL=399.96 IE=397.01 IN(12%S) 390'• - : IE=397.56 IN(12",W) - -' - --'. lE=397.01 OUT(12",W)FROM AS-BUILT 09/2002 •--, 390' . • . • ' . . . I 1 EXISTING GRADE AT PROPOSED GRADE AT . I FLOWLINE FLOWLINE _. . . . . . , . 1 I . ' til'01 01 0,1 01 rn ,.. h.rn , rn t1 e-I 01-01 0.-:CO 'Yr:0-.. 6 o 6 6 ai 6 oi 0 T.a; 0,a; ' c,,cr CD 0 01 01 CA 01 01 01 00 01 PAI PO 01 01 PO 01 rn rn • . . . .. 50+50 51+00 52+00 53+00 . . .-... PROFILE ' HORIZ: 1"=20' VERT: 1"=4' ,.. • SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. S D9 . ........ A.S. a us4, '& DRAWN BY: YM , $.?.`"' .4t ri : I PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 'g TRANSPORTATION DIVISION .4 DESIGN BY YM =21._CONFORMED SET APPROVEVOR CONSTRUCTION CHECK BY: AF, STORM PLAN AND PROFILE FED AID NO. 9 •,. 1010 3904 AVENUE SP,AIME 100 I ttc' rs-rEft+1 PROJ MGR: CMC PUYALLUP.WASHINGTON 0.03/4 c/4, BEGIN TO STA 52+60 DATE: FEB 2021 / \opay 11,"\ Y.253 804 WOO P 05000A ey-90 I f' - ) DATE:7/444'1( SHEET NO. 49 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE FILE:PU2141779045-SD.dwg "°,ParA,P0AA 00P BY.;„ SHEET 10 OF 13 440'; _._.. • 0 440 . ..... ._............... . ..... ... .. _ .. 4a ' EXISTING GRADE PROPOSED GRADE . • • PROPOSED GRADE W SS • • FINISHED GROUND t4, L_. _ ELEVATION - EXIST T EXISTING GRADE G W ---� �. —L 67.1LF12"(DI)"----- f • 5�.0051 FT/FT / l • f EXISTING 1 430 . 0 430' CONTRACTOR TO VERIFY •UTILITY LINES PLAN VIEW 1 43 ' �'� �LOCATION AND DEPTH OF - 6"X16"Xl" _ / • _ __ 43 _ EXISTING AND/OR CAST IRON GRATE 1' PROPOSED UTILITIES EX CB#8 TYPE I 9" STA 900+90.61 31,9'L 630 0172FT/FT 1 ;.,MIN. 1-1/2 ^ RIM EL-432.65 CB#7 TYPE I = z z 1 L— S" = IE=430.43 IN(12",E) STA 900+68,78 31.5'R ` _ 1 S I RIM EL=432.96 PROPOSED f / 5"KNOCKOUT IE=430.78 OUT(12",W) G ' °p STORM DRAIN—/ N N 1 STA 914+41.50 3 CB#22 TYPE I ( CB#23 TYPE I STA 914+41.50 31.5'R O... .I_ IE=428.90' NOTE: CONCRETE ENCASEMENT(BEDDING)SHALL BE UTILIZED AT J 420 EX WATER MAIN IE PER EX SS 420' 1.5'L • RIM EL=428.74 LOCALIZED UTILITY CROSSING IF MINIMUM PIPE SEPARATION 8" 1 CUR AS-BUILT SHEET 420' RIM EL=428.43 " ' tE=425.17IN(12",S)`420' (ELEVATION)CANNOT BE MAINTAINED/ACHIEVED. "' IE=424.09IN(12",S) IE=425.84IN(4",E) END CAP SECTION WS-3363 DATED 02/06/2019 IE=424.09 IN(12",E) (12", ) IE 425.17 OUT W TYPICAL UTILITY CROSSING IE=424.09 INO (4",W) DETAIL ' 1 TYPICAL TRENCH DRAIN DETAIL EXISTING GRADE • PROPOSED GRADE =424. 9 OUT(12",N) ` NO SCALE TYP DETAIL n , POTHOLE EX WATER LINE 2 EXISTING GRADE IF IT DOESN'T PROVIDEEX NTS S06-7 co co �• rc! ,• . • \ CLEARANCE RELOCATE m n.o WATER UNEVERTICALLY co N' M di' d-I di O'ad m-di cd as co m co co,co, N' NiN N:N N N O V K O' V. 7:V q.t.- •V V I : 40+00 41+00 41+47 50+00 51+00 51+43 STORM LATERAL STORM LATERAL PROFILE PROFILE • HORIZ:1"=20' 5D3 HORIZ:1"=20' SD6 VERT:1"=4' VERT:1"=4' • • LESS THAN 8" CLEARANCE-- CUTILITY _ 18" -CROSSING MIN. • PROPOSED GRADE i f �)- <,` EXISTING OR 6"MIN.0 �� T�j NEW UTILITY—� 430' EXISTING GRADE G T VV J . .. G 430 430 30 X STIN p- e,Q ass*�� j z 4 't''p 'a 9" ..• PROPOSED GRADE 1 4 CONTROLLED / I J Mt j 1DENSITY FILL- •" / / I t—_—_ _ f EXISTING GRADE GTNEW OR EXIST. ;'.p.;'.:I • �.1 UTILITY MAIN 63.OLF 12"(DI} \/ J i S=0.0078 FT/FT • \......UNDISTURBED I < 1-1 1 — !� TRENCH _ EARTH........ .__ 420' G _; , .. _........_.. 420' 42 —/' 420' 0' ! WIDTH 18" \! MIN. 63.OLF 12"(DI CB#25 TYPE I S=0.0130 FT/FT •NOTES: CB#24 TYPE I 57A 916+41.63 31.5'R i I STA 916+40.63 31.5'L q F— 1 • CONTRACTOR SHALL PROVIDE CONTROLLED DENSITY FILL(CDF)PIPE ENCASEMENT AT ALL RIM EL=424.75 RIM EL=424.73 • U • UTILITY CROSSINGS IN THE EVENT THAT AN 8"SEPARATION CANNOT BE PROVIDED.THE IE=421.42 IN(4",W) IE 421.56 IN(4",E) _ G CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE UTILITIES TO ANTICIPATE IE=420.89 OUT(12",W) • IE 420.40 IN(12",S) CB#26 TYPE PROVIDING AND INSTALLING CDF ENCASEMENTS WHERE NECESSARY. IE 420.40IN(12",E) STA 918+41.63 31.5'fi IE=420.40 OUT(12",N) POTHOLE EX WATER LINE' CB#27 TYPE 11 CONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE JOINT WITHIN 6 FEET OF THE PROPOSED GRADE IF IT DOESN'T PROVIDE 6"_ STA 918+39.84 31.5'L RIM EL 420.45 EXISTING CENTERLINE OF THE UTILITY CROSSING. IE=417.61 IN(4",E) CLEARANCE RELOCATE EX RIM EL=420.49 EXISTING GRADE CONTROLLED DENSITY FILL PIPE 410' EXISTING GRADE IE=416.12IN(12",S) IE=416,94 OUT(12",W) WATER LINE VERTICALLY 410' 410' IE=417.17 IN(4",W) , 410' IE=416.12 IN(12",E) POTHOLE EX WATER LINE ENCASEMENT FOR UTILITY CROSSINGS IF IT DOESN'T PROVIDE 6" 0 o m�u' ,n m IE=417.61 IN(4",W) ,fir, , '^m ''-`� CLEARANCE RELOCATE EX DETAIL 3 � a ,m N ao .o �� • ad ,, ,n ,, ,,j v a IE=416.12 OUT(12",N) N oN ry N oN oN WATER LINE VERTICALLY NO SCALE TYP v v o a v v v o c v Cr v a v 60+00 61+00 61+43 70+00 71+00 . 71+43 STORM LATERAL STORM LATERAL - PROFILE ("6, PROFILE n • PROPOSED GRADE HORIZ:1"=20' SD6 HORIZ:1"=20' SD7 VERT:1"=4' VERT:1"=4' OROV7 SURVEYED: , „„ ,.� s CITY OF RENTON DUVALL AVE NE DRAWING NO. SD1O ��F$oe u�7p �� DRAWN BY: YM i PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 o m DESIGN BY. YM _n ...... ...._ SET TRANSPORTATION DIVISION FED AID NO. CHECK BY: AF ., 1"e`I-fel�}Iet'r�X, CONFORMED .71G! :.1 'sesao m,e n9rH AVENUE se.0 ,uii APPROVED FOR CONSTRUCTION DRAINAGE DETAILS DATE: FEB 2021 8jy., RQa , PROJ MGR: CMC , INS'AUa".wnSn"uTa"ssna if `�s, T. ==" = 516M9W I By.,,, z1> A4A-Lt SHEET 11 OF 13 NUMBER REVISION DESCRIPTION BY APP. DATE T. FILE:PU2141779045-SD.dwg ••• 1 DATE: SHEET NO. 50_ OF 94 NOTES: 1. CONTACT TBBU VENDOR FOR SHOP DRAWINGS AND - INSTALLATION INSTRUCTIONS. 4"SDR 35 PVC COUPLING 2. MATCH FINISH OF FLUME LID TO COR STANDARD PLAN 102 CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) SIDEWALK STANDARD DETAIL. 0.5' 4 0' 0.5' 3. TRANSITION FROM STANDARD TO DEPRESSED GUTTER. 4. SLOPE TOWARD TBBU OPENING,5%MIN �1— USE REMAINING 5. BEGIN/END DEPRESSED GUTTER TRANSITION AT BYPASS _ ' n OUTLET PIPE STRUCTURE WHEN LOCATED WITHIN THE TYPICAL GUTTER 1 I KNOCKOUTS FOR OUTLET PIPE CONNECTS 4"PVC TRANSITION(4'-84').TRANSITION DISTANCES ON BOTH SIDES o« I TREE IRRIGATION (PRECAST IN BIOFILTRATION UNIT) OF TBBU STRUCTURE SHALL BE IDENTICAL- ] • ;. I 13.00' •1.00 AS REQUIRED - - ._ • TWO(2)-45°BENDS 2"0 IRRIGATION A 1 1 SHAPE INLET TO CURB PORT,TYP 3 PLACES I ' I I — A I I A CONNECT 4"PVC TO 1 1 '` BYPASS STRUCTURE IZR- __ " g' • GALVANIZED ANGLE NOSING I I THROAT OPENING I I 8"THICK PRECAST TOP SLAB ' !�700, - •CURB INLET I — ____-1 CURB AND GUTTER • t I I OPENING ; A 1 -•` --- FLOW LINE I I THROAT ELEVATION ..........._.......:........... • --� T. RIM ELEVATION AT FLOW LINE BYPASS STRUCTURE 4 . RECESSED TREE FRAME AND L._I Q • d �� In `"'-" THROAT(ENTRANCE) o GRATE CASTE IN TOP SLAB • - .,J . a. ELEVATION FROM CENTER MAXIMIZE CLEARANCE BETWEEN SO I...... • OF STRUCTURE AT FLOW LINE. PIPE AND BIOFILTRATION BOX BY CAST-IN-PLACE DEPRESSED GUTTER AND TOP VIEW I 4"-8.25"TRANSITION TO OFFSETTING PIPE CONNECTIONS AT THROAT OPENING(BY CONTRACTOR), ^-1"' "••i • CLEANOUT FRAME V DEPRESSED GUTTER ON BOTH UPSTREAM AND DOWNSTREAM -- THROAT PROTECTION DEVICE AND COVER CAST 4'X 4'BIOFILTRATION PRECAST UNIT SEE DETAIL 5 THIS SHEET �� SIDES OF UNIT,SEE DETAIL 4 DRAINAGE STRUCTURES �` - INCLUDED IN PRECAST UNIT.DO IN TOP SLAB• DETAIL l . ) THIS SHEET 6 NOT REMOVE.LEAVE IN PLACE NO SCALE TYP UNTIL SITE IS STABILIZED AND #4 DOWEL BARS @ 12"O.C. BIOLFILTRATION UNIT IS ACTIVATED. BIOFILTRATION PRECAST UNIT PLAN VIEW TO BE BENT AS NECESSARY � BY CONTRACTOR PRIOR TO . 4 - / 2 DETAIL \ INSTALLATION OF FIELD POURED e NO SCALE TYP GUTTER , PRECAST BOX WALL 1,) RECESSED TREE FRAME AND TREE BOX BIOFILTRATION GRATE CASTE IN TOP SLAB (TBBU)UNIT,SEE NOTE 2 CLEANOUT FRAME BIOFILTRATION PRECAST UNIT THROAT OPENING • 8"TOP SLAB • AND COVER CAST GALVANIZED ANGLE NOSING DETAIL IN TOP SLAB -- CURB AND GUTTER t STREET NO SCALE TYP INTERLOCKING (-1 . • . �� ______ JOINT(TYP) • .a . , • •41 .�.� 4 / 1 • 1.5' 0.5' , a - 2"0 IRRIGATION / - ^- ° PORT,TYP 3 PLACES '--I Nm o . 4 jl=111=-11 111 =111 111=11 _ —I I I-1 I(=III-1 -III-111—III—III: DOWEL BARS 1 1 w " ' a =11 I III==I I(_ H�I I-1I I=_l I_I= ` @ 12"0.C. 0 A 1 4-=1 I—I I 1—I 1 I—I =)1 I=I 1 1=_1 11=1 1(_ .24 PRETREATMENT MULCH CERTIFIED 4.7' --- 5.0' 4.7' -- `'' 1 111111 HWI- I=='III=-1 1 i=11I— • ' FOR BIOLFILTRATION SYSTEMS AND PER ; . TOP OF CURB BIOFILTRATION - • \ Q U` L a- _ _ _ _ — _ —1 i. a 1 THE ECOLOGY STANDARDS I / UNIT o L 1 __ —1— — — — I-J 1 1 1 BIOLFILTRATION ENGINEERED '"J ' I '- 1 I MEDIA PER THE ECOLOGY --.-- I -I I �'- JI xl STANDARDS TOP OF GUTTER PAN • 1 — Uflr 4d 4 _ T.1 a - U.S' a i C/i__Lasj,lLij�TThr tjTin_ `c ') ' '' UNDERDRAIN STONE PER 3/8"PREMOLDED JOINT FILLER(TYP.) 2'0 THE ECOLOGY STANDARDS BIOFILTRATION SECTION DEPRESSED GUTTER TRANSITION BIOFILTRATION UNIT THROAT OPENING DIMENSIONS • 2"CSTC DETAIL (-A1 PERFORATED DETAIL rzi DETAIL n NO SCALE TYP UNDERDRAIN NO SCALE TYP NO SCALE TYP SYSTEM • SURVEYED: ORo DUVALL AVE NE DRAWING NO. SD11 R a* nn „• DRAWN BY: „Y „„ CITY OF RENTON ��jj • PUBLIC WORKS DEPARTMENT PROTECT NO. 2141773045 tv%� CHECK BY: _YM .1"arametrix-sr s CONFORMED SETTRANSPORTATION DIVISIONc mDFED AIU NO. CHECK BY: AF,,.-aes� o s�rNq "uesesNle APPROVED FOR CONSTRUCTION OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS ". e,= PROD MGR: _CMC. _ j� E; FEB 2021 POW.UP,wasKOGTO"eaai. / SHEET 12 OF 13 �- r.u.wa...F.a3w+cis9 ` '} jJ/ / SHEET NO. Sl OF 94 REVISION DESCRIPTION BY APP. DALE '°' °`b FILE:PU2141779045-SD.dwg Y+-w'-' ' BY. .y � UATE: NUMBER _ _ NOTES: 1. CONTACT TBBU VENDOR FOR SHOP DRAWINGS AND 4"SDR 35 PVC COUPLING INSTALLATION INSTRUCTIONS. CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) 2. MATCH FINISH OF FLUME LID TO COR STANDARD PLAN 102 SIDEWALK STANDARD DETAIL. -- 6'-_6__" FACE OF CURB _ ' 3. TRANSITION FROM STANDARD TO DEPRESSED GUTTER. #4'S AT 12"OC CURB AND #6'S AT 6"OC m R=1" GUTTER 4. SLOPE TOWARD TBBU OPENING,5%MIN 1 ' L -_._...._._______..., 5. BEGIN/END DEPRESSED GUTTER TRANSITION AT BYPASS o - • - STRUCTURE WHEN LOCATED WITHIN THE TYPICAL GUTTER 3.00' 1.00' I 1 Of TBBU STRUCTURE SHALL BE IDENTICAL TRANSITION(4'8q").TRANSITION DISTANCES ON BOTH SIDES 2"6 IRRIGATION I PORT,TYP 3 PLACES -- A A (I L-\\ , \ . }. 02.00, , , - CURB INLET • OPENING • - If RBINLLT,SEE NOTE 3 • • • R=1" % CURB AND 0.50�� 4.00' 0.50 n GUTTER CLEANOUT FRAME AND COVER CAST FACE OF CURB • IN TOP SLAB PLAN , RECESSED TREE FRAME AND TREEGRATE CASTE IN TOP SLAB BOX BIOFILTRATION 6.-6" 1' (TBBU)UNIT,SEE NOTE 2 V 2:1 SLOPE #4'S AT 12"OC FLUME LID .. • CURB INLET CLEANOUT COVER #6'S AT 6"OC R=1" • t -4"OPENING � C CAST IN .. • ..�� TOP z = Q R=3" )( s 1 It " I . a 1" 1. I. . . 1 I t 2"0 IRRIGATION a. _ — - 44 SEE NOTE 6 • (•- PORT,TYP 3 PLACES 2 —� ^. l 4" _4" •n 1\t \\\\`-\-v \%\\\te,- , x\-\t% �• j _ - ° •' - DEPRESSED GUI I ER EXPANSION FLUME LID NEW SIDEWALK SECTION — —II) II I11=.- J JOINT(TYP) (TYP) III111=111=1 111-1 I I-I I 1-III - CONTRACTOR FORMED - = 4x4 WWF W2.9 x 2.9 CONCRETE IN THE FIELD I I=1 11=1 11=1 I I 1=1 11=1 11=1 11= -L 11(=1 I I—I I 1=1 III=III=III—III . STEEL DOWEL BY VENDS ( ) 2"CSTC '. : "t T' '. .. . •: 11=I 11=111=111 I-III I I—III— .'. R TYP 1 _ PRETREATMENT MULCH CERTIFIED 1 FOR BIOLFILTRATION SYSTEMS AND PER 1 (._ - ; 1* ¢ -. THE ECOLOGY STANDARDS v t. _ - D ?l) ' 1 BIOLFILTRATION ENGINEERS / n�f t '�, c,. `� •- _° MEDIA PER THE ECOLOGY - - STANDARDS 2"CLEAR - 4x4 WWF W2.9 x 2.9 , PERFORATED - UNDERDRAIN STONE PER THE SECTION A-A 5'_- 3'-10" .S" UNDERDRAIN ECOLOGY STANDARDS - SYSTEM 2"CSTC • , 2"CSTC TREE BOX BIOFILTRATION UNIT DETAIL ri-- SECTION B-B OROVI SURVEYED: DUVALL AVE NE DRAWING NO, SD12 4,4%doDRAWN BY: YMCITY OF RENTONe - - PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 a yo DESIGN BY: YM TRANSPORTATION DIVISION earametrix. CONFORMED SET FED AID NO. CHECK F. AF - ... APP OVEja FOR CONSTRUCTION OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS DATE: FEB 2021 PROI MGR: CMC 1018 ssn.1.0VF IE SE SURE 1m / '.`'' , """""'""'"'""`°"""` SHEET 13 OF 13 i�Lruf.£ mro� r 213 xw 6800 F ss.1 ro+S�:rS % Q l_ DATE:/1 L(2/ SHEET NO. 52 OF 94 NUMBER REVISION DESCRIPTION , BY APP. DATE FILE:PU2141779045-SD.dwg .w«vn.� BY�,..--��s , ( GENERAL NOTES: ... I EXIST 16°W DI(RENTON) - STA 892+52.9,40.0'LT•- / T/t FIRE HYDRANT ASSEMBLY _ 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. / W J / w . 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY _... ..... .......... . .._ , ._ / w LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. O r J 3. MATERIALS AND CONTRACTOR SHALL FURNISH AND INSTALL ALL .t:;. EQUIPMENT NECESSARY TO COMPLETE THIS WORK. , I- `_-=STA 892+53.0,28.7'LT w 4. SYMBOLS ARE NOT TRUE SIZE. c-LINE DUVALL AVENUE NE 16"x6"TAPPING TEE(MJxFL),," ,, ONC BLOCK - QUANTITIES SHALL BE CALCULATED AS REQUIRED 891+00 .892+00 C 893+00 5. ONLY. BID "GV(FLxMJR) PIPE LENGTHS ARE FOR CALCULATION PURPOSES _._.--...---....__.._._- 1- -------........_______ ... i--------.._..._..._- - I ..,-= F-- - I- - - I . I--- 6 • 894 STA 891+64.2,41.2'RT - W CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS 8"x6"TEE(MJxFL w NEEDED.REMOVE EXISTING FIRE cn 6"GV(FLx( Rj • HYDRANT(WD 90j 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT 8"PLUG(MJ) o STANDARD SPECIFICATION(LATEST EDITION)UNLESS OTHERWISE CONC.BLOCK SUPERSEDED BY CITY STANDARDS. _ 8 • _— DEF MAINN TAIN MAY DEPTH REQUIRED OF PIPE ,:' STOP: .. ... =' " OF THE MANUFACTURERS SPECIFICATIONS AND . EDXCEED 50% INTS IN THE UTILITIES I / S.DEFLECTIONS SHALL NOT z SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS -J • MAIN.THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, '` = LOCATION,AND SHALL CALCULATE WATER DEFLECTIONS it'; STA 891+84.9,40.9'RT ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE -J FIRE HYDRANT ASSEMBLY EXIST 8'W AND 12'W(WD 90)TO BE REMOVED < PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE (WD 90) AFTER INSTALLATION OF NEW FIRE HYDRANT. 2ACTUAL DEFLECTION TRANSITION LENGTHS.ANY DEFLECTION I-= SEE SITE PREPARATION PLAN SP1 OTHER THAN 50%OF THE MANUFACTURER'S STANDARD ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION w INSPECTOR.SEE SECTION 7-09 OF SPECIAL PROVISIONS. z9. FIRE HYDRANT(HYD)ASSEMBLY PER CITY OF RENTON STD.PLAN EXISTSW(WD90) PLAN I 310.1 • SCALE IN FEET Jf 10. INSTALL 1"DOMESTIC WATER SERVICE AND NEW METER BOX AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE 0 20 40 BEHIND R.O.W.CITY FORCES TO RE-INSTALL EXISTING AMI METER TO NEW SETTER.REMOVE AND SALVAGE EXISTING METER BOX AND SETTER. STA 896+59.0,40.0'LT 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH FIRE HYDRANT ASSEMBLY EXIST 16"W DI(RENTON) POLYETHYLENE ENCASEMENT. • ---'- 12. ALL MECHANICAL JOINT FITTINGS(MJR)AND VALVES(MJR) SHALL WE GE-TYPE STRAINED RETAINER GLANDS -- •--------- EQUAL TO HAVE GAD LUG SERIES E1l 0 0R ROMAC ROM GR P.IN D CONCRETE THRUST BLOCKS PER STD PLANS n ., .3. z • STA 896+59.0,26 4'LT 1- C-LINE . z .. 0 x TEE(MJ FL) W 6.,.GV(FLxMJR)16"x6"TAPPING _ T. D00 — __ I — 8951+DO — I— 896+00 CONC.BLOCK w Co cn i _ ..._89 0 o O 00+ p DUVALL AVENUE NE COco m < .-d d-- d --d- d---d---d- — P P p— W_ _ ___ �— ------ S co o F- D < w 0 m • EXIST 8"W AND 12"W(WD 90)TO BE REMOVED AFTER INSTALLATION OF NEW FIRE HYDRANT. SEESITE PREPARATION PLAN SP1 PLAN SCALE IN FEET �/ --�--_ 0 20 40 ,A, `�oRDvr SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. Al R.,..P :. •,'Od,C DRAWN BY: YM ME PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 .g n , 4y o DESIGN BY: MEK -^ TRANSPORTATION DIVISION FED AID NO. > Aarametriz ,` CONFORMED SET WATER PLAN _ CHECK BY: DVS •y -. �•p i":ovna AVENUE SE,6vire iw APPR VE FOR CONSTRUCTION PROI MGR: CMC GUTALLIIC,W0.5HiHCTON 9fU1M1 _ STA 891+00 TO 898+50 DATE: FEB 2021 / , M�2i1OW 6tO0 F.25360A 6YT9 �/ "� // NUMBER REVISION DESCRIPTION BY APP. DATE �— FILE:PU214177904S-WA.dwg �m•�>:•� BY: ✓ ✓ OATE:JIr �� SHEET 1 OF 6 SHEET NO. 53 OF 94 i 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 STA 901+25.0,40.7'LT Q EQUIPMENT NECESSARY TO COMPLETE THIS WORK. n EXIST 16"GV FIRE HYDRANT ASSEMBLY EXIST 16'W(RENTON) Q w 4. SYMBOLS ARE NOT TRUE SIZE. 5 ONLY. BID m I- w QUANTITIES SHALL BE CALCULATED ASP REQUIRED. w _ "I 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS W -- ._ _... _. ... .. .. _..-_. - ,. ._...-_ ,.,. Ln NEEDED. LU 2 STA 901+25.0,24.3'LT w 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT LINE ., 16"x6"TAPPING TEE(M1xFL)- >r. w STANDARD SPECIFICATION(LATEST EDITION)UNLESS OTHERWISE N 6"GV(FLxMJR) SUPERSEDED BY CITY STANDARDS. 000 899+00 900+00 901+00 CONC.BLOCK 902+00 -- 903 O 01 — — -- I--- -------- -- I — I — I — I— — I -- --- ---f----- ------t— I O 8. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN 00 + DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES DUVALL AVENUE NE O AND MAINTAIN DEPTH OF PIPES.DEFLECTIONS SHALL NOT In 01 EXCEED 50%OF THE MANUFACTURER'S SPECIFICATIONS AND w < SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THE z MAIN.THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, J w LOCATION,AND SHALL CALCULATE WATER DEFLECTIONS _ . PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE Z ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE -- Q I • ILENGTHS. ON ...,. .- , : OTHER THAN 50%OF THE MANUFACTURER'S STANDARD�I Q ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION i "," "- 2 / 2 INSPECTOR_SEE SECTION 7-09 OF SPECIAL PROVISIONS. . 9 FIRE HYDRANT(HYD)ASSEMBLY PER CITY OF RENTON STD-PLAN Z 900+25.3,71.6'RT HYDRANT. -310.1 D al w � T HYD ,:' � i STA EXIST 8"W AND 12"W(WD 90)TO BE REMOVED(� FIRE HYDRANT ASSEMBLY AFTER INSTALLATION OF NEW FIRE .4.44., It W SEE SITE PREPARATION PLAN SP2 10, INSTALL 1"DOMESTIC WATER SERVICE AND NEW METER BOX A 90D+14.0,715'RT AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE 8"x6"TEE(MJRxFI) EXIST 8'W(WD 90) BEHIND R.O.W.CITY FORCES TO RE-INSTALL EXISTING AMI METER 6"GV(FLxMJR) �' TO NEW SETTER.REMOVE AND SALVAGE EXISTING METER BOX (MR AND SETTER, "PLUG(M PLAN • SCALE IN FEET L/ 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. •STA 906+51.4,52.3'LT 0 20 40 16"x6"TAPPING TEE(MJxFL) 12. ALL MECHANICAL JOINT FITTINGS(MJR)AND VALVES(MJR) 6"GV(FLxMJR) SHALL HAVE WEDGE-TYPE RESTRAINED RETAINER GLANDS CONC.BLOCK EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP.IN I- ADDITION TO CONCRETE THRUST BLOCKS PER STD PLANS 330.2 1 AND 330.3. STA 906+61.7,52.3'LT w FIRE HYDRANT ASSEMBLY O EXIST 16'W(RENTON) .. Y", t sal I m /� z' . w w .. _-...-- __________ . . . C-LINE .. ,•,; . w DUVALL AVENUE NE o+ 0 00 ---- �904+00 905+00 906+00 907+00 _L 908 00 m Q o I- 01 - EXIST 8"W AND 12"W(WD 90)TO BE REMOVED Q AFTER INSTALLATION OF NEW FIRE HYDRANT. _ w v) SEE SITE PREPARATION PLAN SP2 _ -. .. .' Z J _ LU . . , .. G. W T PROTECT EXISTING .. : ' Z- / FIRE HYDRANT PLAN BLIND FLANGE SCALE IN FEET //// PLUG EXISTING 0 20 40 WATER LINE SURVEYED: \f��/� `�OROVj ' DUVALL AVE NE DRAWING NO. "'A2 ,T'�6 X E'&s 4, DRAWN BY: YM CITY OF RENTON F r�' - - - PUBUC WORKS DEPARTMENT a y o DESIGN BY: MEK TRANSPORTATION DIVISION PROJECT NO. 2141779045 CHECK BY; DVS •.rarametrlx: CONFORMED SET FED AID NO. ?;*� iom99m AVENUE se.SUITE ISO APPR9VE FOR CONSTRUCTION WATER PLAN PROJ MGR: CMC PUYALLUP.WASNiNOTON 9tl3Td �, STA 898+50 TO 908+00 DATE. FEB 2021 T MS.WO F n1 f(N EMS f�.} // NUMBER REVISION DESCRIPTION BY APP. DATE " `°"a'@' FILE:PU2141779045-WA.dwP - w�+�, a+ , BY;i.i4 G' DATE:7"4 SHEET 2 OF6 SHEET NO. 54 OF,94 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. N — .. - ... _ ... .. . . - . ... .... 3. RIAI S AND a • .. QU PMENT NECESSARYTO COMPLETE THIS WORK. " • , I- . F- 4. SYMBOLS ARE NOT TRUE SIZE. w _ w , • = 5. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID w In QUANTITIES SHALL BE CALCULATED AS REQUIRED. w • • . cn - = 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS 6- +00 909+00 , ... 910+00 911+00 912+00 913 f- NEEDED. — I— - — Il\ — I I — I — I..._.._. _.... --- — I -r I — W A+ - ., WI 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION(LATEST EDTf10N)UNLESS OTHERWISE SUPERSEDED O1 DUVALL AVENUE NE ' C_LINE o BYCITYSTANDARDS- a - • + N " rm-1 8- THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN UTILITIESNG AND .. _ w �....... MAINTAIN DEPTH OF PIPES.DEFLECTION MAY BE DEFLECTIONSRED TO SHALL NOT EXCEED 50% z •._,': We3 sd: ... „. • • OF THE MANUFACTURER'S S ECIFICATIONS AND SHALL NOT CREATE ._ ' rc CONTRACTOR � ADDITIONAL HIGH OR LOW POINTS IN THE MAIN-THE W SHALL VERIFY EXISTING UTILITY DEPTH,LOCATION,AND SHALL IU Z CALCULATE WATER DEFLECTIONS ACCORDINGLY.WATER MAIN a - --.1 PROFILES AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO I NOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS. • U ANY DEFLECTION OTHER THAN 50%OF THE MANUFACTURER'S EXIST 16"W(RENTON) < STANDARD ALLOWANCE SHALL BE APPROVED BY THE CITY'S 2 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 4) CONNECT TO EXISTING PRIVATE WATER SERVICE LINE BEHIND SCALE IN FEET R.O.W.CITY FORCES TO RE-INSTALL EXISTING AMI METER TO NEW WINNiii!Tn 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 MECHANICAL JOINT FITTINGS(MJR)AND VALVES(MJR)SHALL HAVE WEDGE-TYPE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC RO AGRIP.IN ADDITION TO CONCRETE THRUST BLOCKS PER STD P .NS 330.2 AND 330.3. • I . w m j w _.. w _ - - w `J w 2 In C-LINE In • I- w .. j w In +00' 914+00 915+00- 916+00 917+00 ill ° 918+DOLn o_ ... F....__._.-- — I — I - — I - .._.. -�— I- - -...._ ...._ - I - f-- _ _._.... _..__. - co rn STA 916+70.0,22.8'RT . .. .. . . . . -. . - 00 p�j DUVALL AVENUE NE - , .,'....."" 16"x6"TAPPING TEE(MJxFL) aQl C )n aI' _ . . . ICONC(BOK . . . is— — .`___ __.._.._— _ _ - _._..__ __ .-_-- _- --- _ - _._ _—. _ z -; P _P F- -- IT u a 1_ Q EXIST 16 W(RENTON) FIRE HYDRANT ASSEMBLY — PLAN / -N SCALE IN FEET \Z / — � I 0 20 40 41 OROV SURVEYED: `A`/� cz r ; DUVALL AVE NE DRAWING NO. vy A3 F„,.' es ` 6., DRAWN BY: YM CONFORMED SET CITY OF RENTON y y,•; DESIGN BY: MEK PUBLIC WORKS DEPARTMENT PROJECT N0, 2141779045 o ''' o TRANSPORTATION DIVISION �,. CHECK BY: DVS WATER PLAN FEU AID NO. APPROVED.FOR CONSTRUCTION '1I„matoY/ .0301N AVENUE SE.SOME 1001 ` DATE: FEB 2021 SI P PROD MGR: CMC POTALLUIP,WASHINGTON&WA // STA 908+00 TO 918+80T m6u<eem F zv 6a arsef��;Lt- 7)1 SHEEP NO. SS OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE �"°" FILE:PU2141779045-WA.dwg .....o-II..•m.ma,... 8Y DATE: ��C SHEET 3 OF 6 o- 12 CAP WITH 2'BLOW-OFF ASSEMBLY PER COR STD PLAN 340.1 R L GENE A NOTES: = c STA 10+10.0,0.0'T- EXISTING 8"WATER LINE T C STA 919+65.2,72.6'LT FIRE HYDRANT ASSEMBLY PROPOSED GRADE AT 6"W-- F-I I ; STA 920+05.9,40.0'LT CONTRACTOR TO VERIFY • f LATERAL TYP / 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. °° • F'," 5 29 LF 12"DI CLASS 52 \ LOCATION (TYP) / w STA 10+4 0,0.O'T= STA 920+87.7,26.3'LT .- 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY STA 919+64.1,43.4'LT z f' • C STA 919 68.70,38.4'LT, ' • • (1) 8"45°:BEND(MJR) EXISTING GRADEAT 6 W / LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. • . 12'-45°B ND(MJR ♦ 8"LONG SLEEVE COUPLING LATERAL(TYP) 12' 45°BEND.(MJR) I - ) -\ 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AN] �:', c LF 6"DI CLASS 52 REMOVE FX R TEE AND VALVE 4 LF 12"DI CLASS 52 -+_ 4_ I rr < CONNECT TO EX 8"W(DI) EQUIPMENT NECESSARY TO COMPLETE THIS WORK. .:_.` � 1'o J.`' L 420';\ . ._...-- - •: 420' 24 ' c-,+,, - METER BOX LOCATION APPROX.356 LF(TOTAL THIS SHEET) �• 4. SYMBOLS ARE NOT TRUE SIZE. m '.: ' . . ')' •J` \ \__ - .._q, , 16"DI CLASS 52 •. - 5 PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID •, ® ®'. ; .. 7 LF 8"DI CLASS 52 _. 19 LF 12" - .' m { QUANTITIES SHALL BE CALCULATED AS REQUIRED, 7--DI CLASS 52- ;,�;-- PLUG EX 8'PIPE I- PLUG EX 8"PIPE in - I-- - _ w lSEE NOTE 10w = O STA 10+66.40,0.0'T= I'} [....--:-- SERVICE EXIST D; 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS 1 C STA 919+68.0,18.1'LT �� J W TO BE ABANDONED IN PLACE 2 z NEEDED. N 12"-90°BEND(MJR) ' I h W N_ w' W W W / WLu { 8" w MIN 10'- _L� PLUG EX 8"PIPE DUVALL AVENUE NE w W W- w STA 20+10.00= 12osD/ 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT 1 o; N CSTA920+05.9,40.0.LT • STANDARD SPECIFICATION LATEST EDITION)UNLESS OTHERWISE r. '.=920+00 N ;'' - i'FIRE N ASSEMBLY SUPERSEDED BY CITY STANDARDS. 'o ' 919+00 I :.921+00 _.1--=-- `. 1 - i_ 922+00 O� H 410' T A 410' Y r r : T I -T--- - 923 + GO EXIST 16°W(RENTON) X 8 W 8• S .-1 ' ....... ,. Y _ STA 920+06.1,16.5'LT=,. 1 CLINE cMsJ = MAY BE 30 LF 16 DI .'C STA 20+33,5,0.00'T 20+29.36 C STA 920+06.0 06.5'LT ANDDEFLECTION N DEPTH OF PIPES.DEFLECTIONS SHALLI NOT IIE Q 9 LF 1Z'DI CLASS 52 CLASS 52 16"x6"TEE(MJRxFL STA 6-45 VERT EXCEED 50%OF THE MANUFACTURER'S SPECIFICATIONS AND BND(MJR) 16"x6"TEE(MJRxFL) „ ,I. 6"GV(FL) STA 920+82.7,.16.5'LT v) SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THE w P a' NQ(FLxMJR)..•• . _... _ CONNECTION DETAIL • EP , Z _�P� "_;. „r:::F - 5"_45°VERTBEND,(M R) STA 20+30.90 LOCATION,AND SHALL CALCULATEWATER DEFLECTIONS D - -.._.'_. Q :..,- . PLUGEX PIPE__.._ -' ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE TH SEE CONNECTIO p. ,. ... ...._ .., ... 2 2 ,. 7;::;._.._.r .�..., � -_. -"""" ---- -�-- -_ -- „ ..,, ......... 6-45 VERT ON M PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE Q �16" TEE(FL) ''" ACTUAL DEFLECTION TRANSITION LENGTHS_ANY DEFLECTION _ 's'^'' 400 OTHER THAN 50%OF THE MANUFACTURER'S STANDARD 16"RFCA a •y , - 400' , - ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION D FLx JR (l)16"GV(FIxMJR) ) • STA 919+78.4,.,12.9'RT ® INSPECTOR.SEE SECTION 7-09 OF SPECIAL PROVISIONS. (1)16"x12"REDUCER(FL) ' ' • (1)12"GV(FLxMJR) • 9. FIRE HYDRANT(HYD)ASSEMBLY PER CITY OF RENTON STD.PLAN STA 919+80.3,17.2'LT v. -310.1 r CONC.BLOCK EXISTING 12"WATER LINE 10. INSTALL 1"DOMESTIC WATER SERVICE AND NEW METER BOX CONTRACTOR TO VERIFY 20+00 20+44 g.0 STA 919+73.0,20.7'RT PLAN AND CONNECTTO EXISTING PRIVATE WATER SERVICE LINE • �Tay SEE CONNECTION DETAIL LOCATION BEHIND R.O.W.CITY FORCES TO RE-INSTALL EXISTING AMI MET�R SCALE IN FEET �) TO NEW SETTER.REMOVE AND SALVAGE EXISTING METER BOX AND SETTER, 0 20 40 � EXISTING GRADE AT PROFILE / ' 1 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH • 6"W LATERAL(TYP) HORIZ: 1"=20' - POLYETHYLENE ENCASEMENT. VERT: 1"=4' - 12. ALL MECHANICALJOINT FITTINGS(MJR)AND VALVES(MJR) . .... . _... .... --_. .. POTHOLE#20(WATER) SHALL HAVE WEDGE-TYPE RESTRAINED RETAINER GLANDS EX GROUND ELEV18.69 EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP.IN TOP OF 12"ELEV=414.89 : ADDITION TO CONCRETE THRUST BLOCKS PER STD PLANS 330.2 • . BOTTOM OF 12"ELEV=413.89 AND 330.3. . 9.0 LF 12"DI CLASS 52-- 420'' • . - .. 420' - - _____ EXISTING GRADE AT • PROPOSED GRADE AT 12" • - C-LINE(TYP) • PROPOSED GRADE AT EXISTING GRADE AT 12"- WATER MAIN (TYP) - - _ C-LINE(TYP) WATER MAIN (TYP) v • • STA 919+68.00 z - I z EX 8"W 410' • 12"-90°BEND(FLxM1R) APPROX. R X 410 . r STA 920+06.10 56.0 LF(TOTAL THIS SHEET)16 L SO PPO 3 `=Q12" 16"x6"TEE(MJRxFL) bl CLASS 52 • j O 6"GV(FLxMJR) STA 10+10.1 STA 919+80.30 ' • 16"TEE(FL) 410 10... . . .,.. .._..__ - .-._ ......STA 920+82.70 . 4 16"x8"TEE(MJRxFL) . - STA 10+66.40,0.0'T= _ 16"x12"REDUCER(FL) STA 10+46.67,0.0'T= 12"GATE VALVE(FLxMJR) -C STA 919+64.1,43.4'LT • 8"GV(FL) 12"-45°BEND(MJR) 12"T A 919+68.0, 1'LT 90'BEND(MJR) _ .ROTATE 4S°-BND TO EXISTING GRADE AT-- PROPOSED GRADE AT ACCOMMODATE THE 45°VERT ANGLE C-LINE(TYP) ` J C-LINE(TYP) 400' 400' STA 16+47.91 ` 12"-45°VERT BEND(MJR) .a, m m 'ram co 1 m o rr m -a o' m ry r� m m: ', ao . - al.00 d"m c,:oo `om r'ao a00 va, ma rvm '. v r'.m ^m - co `�r� 4r. �.-a `-' =o_ rn m m oo n r; =o rn- .M-i v v M.m m - rr - ry - oi m ti CO rct.co ti N I: .-i .n v -v m ,y .-+ .-; v. v' v v v v v o v <ra va va v-� va. c.� vim• v rt vcr v-4 v -a 919+00 920+00 921+00 922+00 923+00 10+00 11+00 PROFILE PROFILE 2 EXISTING GRADE AT 12" HORIZ: 1"=20' HORIZ: 1"=20' - VERT: 1",-4' VFW:MAIN(TYP) VERL: 1"=4' SURVEYED: /�7� ox0V1 DUVALL AVE NE DRAWING NO. A4 ,� '� DRAWN BY: YM CITY OF RENTON F4}R' �f .. ' CONFORMED SET PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 . n •x DESIGN BY; MEK e '' o TRANSPORTATION DIVISION • o C iParametrix-, FED AID NO. CHECK BY: DVS WATER PLAN .'asaoo T 2E0 M OM MOO r SE.SUITE"w APPROVE FOR CONSTRUCTION a Rgo,�K PROD MGR: CMG wr lormava...S.SUION Era t STA 918+80 TO 923+00 DATE: FEB 2021 NUMBER REVISION DESCRIPTION BY APP. DATE �� 1 "`"'^.""1°010ins BY .'<'c1 7 l6'`� SHEET NO. 56 OF 94 FILE:PU2141779045-WA.dw DATE: _._ SHEET 4 OF 6 GENERAL NOTES: 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. • FIRE HYDRANT ASSEMBLY - STA 30+10.0,0.07= - 16"x 8"TEE(MJRxFL) 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY C STA 923+81.2,40.4'LT 8"GV(FL) •''I LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. - . (1)8"-45°BEND(RxMJR) I (1)8"-45°BEND(MJR) - 3- CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND 22 LF 6"DI CLASS 52 STA 924+54.7 16,5'LTilk APPROX.383 LF(TOTAL THIS SHEET) DI CLASS 52 EQUIPMENT NECESSARY TO COMPLETE THIS WORK (. SEE CONNECTION DE•TA•IL (, Azr _ ———— ——— — 4 SYMBOLS ARE NOT TRUE SIZE PIPE LENGTHS ARE - 5 QUANTITIES SHALL BE CALCULATED AS REQUIRED.ONLY. BID -- -° - QU NTIT S I- -- - PLUG EX 8"WATER .- •> EXIST 8"W TO BE ABANDONED IN PLACE ' - TION SES u W '•- --' / ...... ......... ....._..;,_:_,.._ ..�._. __...._...� ...__...----._....., .. —- - - ^ - 6. CONTRACTOR TO USE VERTICAL�AND HORIZONTAL OBENDS AS _ .. - .� y ....._....,. M - M M M M M __...x.`_ .. .-.._ ,EXIST 16"W t. _. - NEEDED. W W—___— . Ml PLUG EX GATEVALVE n i v --- -- -- '--- -` •' - '`' 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT 1. 7 LF 8"DI CLASS 52 925+00 926+00 g27+00 STANDARD SPECIFICATION LATEST EDITION)UNLESS OTHERWISE 924+00 --,__.I — — I — t — — 9 1— -- — C=L.I N E — I SUPERSEDED BY CITY STANDARDS. O 00 - ;;M` DUVALL AVENUE NE CONNECT TO EX 16"WATER MAIN 8. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN c i 16°x6"TEE(MJRxFI) , .. CONTRACTOR TO VERIFY LOCATION. DEFLECTIONMAY N 8"LONG SLEEVE COUPLING ' + BE REQUIRED TO AVOID EXISTING UTILITIES 6 GV(FL) STA 926+81.7,17.8'LT al CONNECT TO EX 8"DI CLASS 52, AND MAINTAIN DEPTH OF PIPES.DEFLECTIONS SHALL NOT Q 6"45°VERT BEND(FLxM1R) LENGTH AS REQUIRED . SEE CONNECTION DETAIL JO EXCEED 50%OF THE MANUFACTURER'S SPECIFICATIONS AND STA 30+33.9,0.0'T= � ^__ - -<- - - - `-_' "' _. � NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THE C STA 923+81.216-5'LT - DEPTH,,: . -1'_ MAIN.THE CONTRACTOR SHALL VERIFY EXISTING UTILITY '" SHALL LOCATION,AND SHALL CALCULATE WATER DEFLECTIONS HE U ... _ DEFLECTION• . ACCORDINGLY WATER MAIN PROFILES AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO NOT REPRESENT T ACTUAL DEFLECTION TRANSITION LENGTHS.ANY Q _——— — , —— - • 3 OTHER THAN 50%OF THE MANUFACTURER'S STANDARD ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION EX 8"WATER LINE , INSPECTOR.SEE SECTION 7-09 OF SPECIAL PROVISIONS. CONTRACTOR TO VERIFY LOCATION. 9. FIRE HYDRANT(HYD)ASSEMBLY PER CITY OF RENTON STD.PLAN -310.1 PLAN t} 10. INSTALL 1"DOMESTIC WATER SERVICE AND NEW METER BOX SCALE IN FEET AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE �__.._. 2� 404 BEHIND R.O.W.CITY FORCES TO RE-INSTALL EXISTING AMI METER TO NEW SE I I ER.REMOVE AND SALVAGE EXISTING METER BOX - AND SETTER. 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH • POLYETHYLENE ENCASEMENT. 12. ALL MECHANICAL JOINT 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 ----__ _ EXISTING GRADE AT-\ PROPOSED GRADE AT AND 330.3. 410' z, _ • �..-_-----__�.___V.._....... ( . 410' EXISTING GRADE AT6"W1-PROPOSEDGRADEAT6'W E(TYP) 1 - LATERAL(TYP) C LINE(TYP) LATERAL(TYP) L P • 0 'o ( STA 923+81.20 r 1 z CUT AND PLUG CONFLICTING 16"x6"TEE(MJxRAMJ) 1 EX 8"WATER CROSSING NEW Co . , ___ \ • 6 WATER 6"GV(FLxMI) • APPROX.383 LF(TOTAL THIS'SHEET) CLA5552 400' 400 STA 926+81.60 STA 30+10.00= 12"SD STA 924+54.70 FIRE HYDRANT ASSEMBLY 8 6- LT STA 30_+3.3. 0 C STA 923 120,1 5' 16"x8"TEE(MJRxFL) 16"x6"TEE(M1RxFL) (I)8"-45°BEND(FLxMJR) STA 30+29.17 (1)8"-45°BEND(MJR) PROPOSED GRADE AT 6"45° STA 30+31.30 EXISTING GRADE AT 8"LONG SLEEVE COUPLING C-LINE(TYP) C-LINE(TYP) VERT BND(MJR) o. 6'=45'(VERT BND(FlxM1R) v 390' ... . 390 • 30+00 30+44 so m rn so '.-� n =ry Sao c o ry .--� 'n .� ooc n n m n so `�O so oO 'n.:c a'sm ?:m a0 co `^m ao cc '"�o °4.n ;n `�'c vm cm ?c `�;n . .- '_' 'ter, o •0 0 •0 °'o?m 000• Sao• nn• nn `°o �o �o uio mo `n •o vio rn rnm mo c v v '-' v:`" a v o �;o �:o a o a o ono a s v o Q.o v �_o a o Q o a a v o v c c a a c c c v c v .c c c et- c EXIS 923+00 924+00 925+00 926+00 927+00 927+50 6"W TIN LATERAL EAT AL(TYP) PROFILE PROFILE HORIZ: 1"=20' - - HORIZ: 1"=20' VERT: 1"=4' VERT: 1"=4' DRov2 ' SURVEYED: CITY OF RENTON W ,cT DUVALL AVE NE DRAWING NO. vy AS — '*•'aF/7'% DRAWN BY: TM F4Fb .. r=iiv___ CONFORMED SET PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 G,, 5 C DESIGN BY: MEK i TRANSPORTATION DIVISION CHECK BY: DVS WATER PLAN FEDAID NO. APPROVED FOR CONSTRUCTION PROJ MGR: CMC r"�BJ9TN AVENUE...PIE 1W' r- DATE: FEB 2021 '� M/AIL,.wac"wmoN¢tii:a t STA 923+00 TO END NUMBER REVISION DESCRIPTION BY APP. DATE \ ° '' FILE:PU2141779045-WA.dwg '•�-a>r• �� BY,/1f"/''•�} DATE'l l�'Z' SHEET 5 OF 6 SHEET NO. 57 OF 94 ,lv;. m X ?- ., :W rn :zEXISTING 8"W 16'x 8"TEE(MJRxFL) - . N CONNECT TO EXISTING 12"WATER CONC.BLOCK 12"MJ CAP ON (1)16"-45°BEND(MIR) • EXISTING 12"WATER .:.„. (1)16"LONG SLEEVE COUPLING r -}' CONC.BLOCK NEW 16'W M - 8"MI PLUG ON EXISTING VALVE NEW 8"W 1— �_ CONNECT TO IX 8"W (1)8"-45 BEND(FLxM1R) (1)8"-45°BEND(MJR) CONC.BLOCK EXISTING 16"x12"REDUCER (1)8"LONG SLEEVE COUPLING CONC.BLOCK 4111./‘\/'. . , . -- CONNECT TO EXISTING 12"WATER 8"MJ CAP ON . . /1/11r (1)16"-45°BEND(MJRxFL) EXISTING 8"WATER (1)8"45°BEND(MJR) (1)16"x12" REDUCER(FL) 'I (1)8"LONG SLEEVE COUPLING ‘ CONNECT TO EX 12"TEE - '• EXISTING 8"W CONC.BLOCK �- CONC BLOCK _ jsv 16"x 8"TEE(MJRx EXIST 16 W,; FL) .:m _ 8"GV(FL) NEW 8"W •x (1)8"-45°BEND(FLXMJR) ` 8"M!CAP ON --I CONC.BLOCK EXISTING 8"WATER n> EXISTING 12"TEE AND(2)12"GV w_— x --_w----1. NEW 16"W -�'i z o m EXISTING CONC DEAD-MAN BLOCK AND SHACKLE RODS TO EXISTING REDUCER,VALVE AND TEE • CONNECTION AT STA919+72.80 CONNECTION AT STA 920+82.70 CONNECTION AT STA 924+54.70 DETAIL DETAIL DETAIL n NO SCALE WA4 NO SCALE WA4 NO SCALE WA5 REMOVE EXISTING 8"GATE VALVE INSTALL 8"BLIND FLANGE ON EXISTING TEE INSTALL 8"MJ CAP ON EXISTING 8"WATER EXIST 8•W TO BE ABANDONED IN PLACE r ',----MM - M NEW 16"W • \ EXIST 16"W EXISTING 16"x8"TEE WITH 16"PLUG AND CONC BLOCK REMOVE 16"PLUG AND BLOCKING AT - - EXISTING 16"x8"TEE AND CONNECT NEW 16"WATER TO TEE WITH 16"SLEEVE(MJR) AND 16"DI PIPE SPOOLS. .. CONNECTION AT STA 926+81.70 DETAIL NO SCALE WA5 • 41 0;OV SURVEYED: `1�//�C r DUVALL AVE NE DRAWING NO. A6 �4`eRg� " : �,( DRAWN BY: MEK CONFORMED SET CITY OF RENTON _ a q % DESIGN BY: MEK PTRANSPORTATIOUBLIC WORKS EN DIVISION ENT PROJECT NO. 2141779045 1R1: CHECK BY: DVS ��«metr�X "° �' APPROVED OR CONSTRUCTION FED AID NO. ;1 3&1Y4 UIY>91N AVENUf'E.SUITE IDU WATER DETAILS DATE: FE82021 R��.�o PROJ MGR: CMC Puru1.uP.WASNiNOTON aaara T..3UM VW f.203004 GM f 7//�/-1 SHEET 6 OF 6 SHEET NO. 58 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE ej6'�' FILE:PU2141779045-WA.dwp ...w", o-;.� BY:.,.r:.-_-' -.._ DAT[: CHANNELIZATION NOTES: I • EXISTING STOP SIGN Oi IO REMAIN ..._..._..................I II FXISTINT STREET NAME PER WSDOT DOUBLE CENTER LINE, \ 0 PLAN M-20.50-02 It I- {/ SIGNS TO NrA IN ,C.- _-D = I' .. I 0 - -INSTALL RPM TWO-WAY LEFT TURN F-00 n CENTERLINE,PER WSDOT STD PLAN //'N ,' \ M-20.50-02 - /' z �" N O - -7 I' I / TA 893+ 7.5 LT WSDOT STD PLAN M 20.50-02 3 INSTALL RPM WIDE LANE LINE,PER �ti . -^��- O4 -INSTALL RPM LANE LINE,PER WSDOT 0 STA 893+58,16.5'LT m STD PLAN M-20.50-02 ___ _. DUVALL AVENUE NE O STA 893+58,5.5'LT - w S - - -INSTALL RPM DOTTED LANE LINE,PER Ln WSDOT STD PLAN M-20.50-02 891+00 892+00 , .-._._....__.._ _ 893+00 ~ O O INSTALL MMA WHITE WIDE EDGE LINE - _ I - V_}_.. ,4.., -- I 89,�4- PER WSDOT STD PLAN M-20.10-03 _...._ ___ ----.. TA 893+ S RT _.. N.'- SHUN CURB TO BE RFINSTAI..I TO WITH 3 + R --- THERMAL PLASTIC TRAFFIC ARROWS, 9 -BREAKS. CONTRACTOR---0-COORDINATE 0 STA 893 58,16.5' T y- - - N O h ANDCWS O TSTOTPLAN N M D 24.40-0N 2 WITH CITY ON REINSTALLATION. 0 STA 893+58, .5 RT- -__..._... ........ .._........_............ ---.._ ..._ ___. AY Z INSTALL THERMAL PLASTIC TWO W 8 � LEFT TU N R ARROWS PER CITY OF -----_--'..;``� � ,, �.. • .- � ___._......._- __ __•:.I�'.::: :_::-.. :a,_;-::_:."=. 2 S � RENTON STD PLAN 109 AND WSDOT - % L ... .,...,_.. :......,.__.................... -. ...._..._......__......- • \ LL-- STD PLAN M-24.40-02 - is i 1 \ -1z f__.- _._ ... _.._.. .._-. ..._-...........__.....____._.-N\ - - - . - - �C INSTALL WHITE THERMAL PLASTIC \ I ' t`\. I' - ` 9 - -- BICYCLE LANE SYMBOL PER WSDOT \ O - X-1 -� R-2 j O STD PLAN M-9.50-02 f- A INSTALL 18"THERMAL PLASTIC STOP _ V N. II I A r LINE,PER CITY OF RENTON STD PLAN EXISTING STREET NAME z I _ It t'R_l; 9) SP 128 :rS SIGNS TO REMAIN-.._._..._...II I NSTALL THERMAL PLASTIC I 11 II II II II RNOTON STLD PLAN 1 R7 CITY OF PLAN o 12 Q-- TRAFFIC ARROW TYPE SI PER WSDOT 4) STD PLAN M-24.40-02 SCALE IN FEET 0 20 40 0INSTALL MMA DOUBLE YELLOW CENTER LINE,PER WSDOT STD PLAN M-20.10-03 nl (X_3-•� 8 - INSTALL MMA WHITE LANE LINE PER WSDOT STD PLAN M-20,10-03 'a 9 _fii SIGN LEGEND: �: I - - INSTALL NEW SIGN ON POST RELOCATE EXISTING SIGN TO NEW POST a* 1 STA 895+12,5.5'LT-- r- .6 D - - - �\ 7 = X_ REMOVE AND SALVAGE EXISTING SIGN -I - - - - DUVALL AVENUE NE W _ ��-STA 894+08,5.5'LTO S=1 - - - - - - _ EXISTING SIGN to c. r+00 895+00 i"..:_ .:.:."_:. __."_.".:::_."-_-":_-: _ :� NEW SIGN .... _"_" O STA 898+00,5.5'LT Lu m - I-__ 896+00 i -*-- - - - - :...... ....... FLASHING BEACON SIGN(SEE E SHEETS) 73 -I 1O STA 895+11,5.5'RT---...- _ -.-.-.-_ _...'...�..... - - 81+' o 897+00 D ,- i, Ln .j(E RADAR SPEED SIGN(SEE E SHEETS) - _ STA 894+08,5.5'RT s0 - - - - - - - - - _ _ „5.2 ? / co GENERAL SIGN NOTES: + - O - - - - - - 1. SHALL BE INSTALLED - _ PER CITY OFRENTOND PLAN 129. in 2 E FROM FINISHED GRADETO iv m �\� - - - Z BOTTOM OF LOWEST SIGN. F 1 + -� ii y -_ - - 3. SIGNS ARE RELOCATED,SIGNS W \\ ,\ _ - _ -- - - - -"- - - - __ - - --- - - - WHEN MULTIPLE EXISTING IN _ _ SHALL BE INSTALLED IN SAME CONFIGURATION AT NEW c" 0 LOCATION. m s-.{'X-2 - < 4. RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BE INSTALLED ON NEW METAL POSTS. 9 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. PLAN 7. SEE SHEET CH5 FOR SIGN SCHEDULE. -i-- .4) SCALE IN FEET ' ci, 8. SEE COR STD PLAN 109 FOR PAVEMENT MARKING "-, 0 20 40 MATERIALS. ii } SURVEYED: ".. ;< `oFI AY, CITY OF RENTON DUVALL AVE NE DRAWING NO. CH1 :: 1,. '- '. �,` DRAWN BY: eoe.........__ CONFORMED SET PUBLIC WORKS DEPARTMENT PROJECT NO. 14j,719445 ':i; _ - 1(,f .y ^ DESIGN BY; ,CDC ,,,,,,,," TRANSPORTATION DIVISION e N o ` FED AID NO. f; I CHECK BY: CS - EZZSBIL - CHANNELIZATION . ept ¢ } ,ote sass AVENUE s[,smre WO APPROVED CONSTRUCTION SIGNING DATE: .FEB,2021 �r E i Mro q,j e� PROJ MGR; CMC ruv uun,wnswuc chow r. STA 891+50 TO STA 898+50 <' 6c Fn' rzv NCH UM F.MG.Bros i .i9 �"' NUMBER REVISION DESCRIPTION BY APP. DATE f$�f0y v - UATE:7 I� G/ SHEET NO. ",59 Of 94 �_ till!:Ito. FILE PU2141779045-CH.dwg -� �� BY� SHEET 1 OF 5 CHANNELIZATION NOTES: Ol INSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.50-02 O — INSTALL RPM TWO-WAY LEFT TURN EXISTING"T'INTERSECTION ---. 0 CENTERLINE,PER WSDOT S 0 PLAN SIGN TO REMAIN \ rSTA 901+12,5.5'LT 03 M-20.50-02 -. _---•\- -- --- - - -- .. __...__._.. —__ .. ..... ..__... ) / - INSTALL RPM WIDE LANE UNE,PER (-. -{) -- -1. -_7 �_ *-�_ 3 WSDOT STD PLAN M-20.50-02 W -�-1- I _ I L _ w Lj. _ 2 + 1. Y �' f 40 —INSTALL RPM LANE LINE,PER WSDOT N 5 STA 899+03,5.5'LT + 0 w STD PLAN M-20.50-02 w 0 ; STA 899+53,S.5'LT S ti / �~S_3 _- m -INSTALL RPM DOTTED LANE LINE,PER N 0 -Ow 0 WSDOT STD PLAN M-20.50-02 10 OSTA 900+51,5,5'LT \ r + 899+00 900+00 901+00 902+00 • 903 } 6 INSTALL MMA WHITE WIDE EDGE LINE - 1 - 1 - -- - �� , - I - 1 — ' — co PER WSDOT STD PLAN M-20.10-03 ' cn O O STA 899+03,5.5'RT 04 STA 899+53,16.5'RT 10 OSTA 900+51,5.5'RT- O �� r i I- THERMAL PLASTIC TRAFFIC ARROWS, _ _ _ _ I- 70 /, PER CITY OF RENTON STD PLAN 109 N _ ( AND WSDOT STD PLAN M-24.40-02 w STA 899+53,5.5'RT O } DUVALL AVENUE NE LJ•J Z 06 STA 899+53,27.5'RT N , t z J I - INSTALL THERMAL PLASTIC TWO-WAY �� 4 J STA 900+51 16.5'RTOF _-... ...:._: ::.:.:......_..::. _.. ... :::.. --..._.... ._. . �'^�. -..... ! ^ 8 LEFT TURN ARROWS,PER CITY SO V ' j f V RENTON STD PLAN 109 AND WSDOT F- 06 STA 900+51,27.5'RT---.1.."\ G......_._.. - - - -- - - - - (` '�\ 'a, ...-_.,_.. - ,.. - -Q STD PLAN M-24.40-02 I l I f / i / ' 2 INSTALL WHITE THERMAL PLASTIC 90 . \ -\ ftf�' 9 9 / 9 �--� BICYCLE LANE SYMBOL PER WSDOT \ v~7 0 0 STD PLAN M-9.50-02 '' t�l = I) ! ( R-3>-' it.._II H INSTALL 18"THERMAL PLASTIC STOP ?` Ol '-STA 902+16,5.512T Ol �I EXISTING"STOP"AND STREET 10 LINE,PER CITY OF RENTON STD PLAN I Z L-I I SIGNS TO REMAIN SP 128 :r INSTALL MAL PLAN0 11 �I II I) II RENTON STDP N 1CITY OF -,, SCALE IN FEET 0 20 40 I INSTALL WHITE THERMAL PLASTIC ';'1.-1 12 4- TRAFFIC ARROW TYPE 1S,PER WSDOT !! III STD PLAN M-24.40-02 cy 010 STA 906+41,46.6'LT-\ I I{ ' 2 I F- Ili 13 INSTALL MMA DOUBLE YELLOW II I' CENTER LINE,PER WSDOT STD PLAN 30 STA 906+19,46.9'LT--�\ I I w 'li ,-L:.,- M-20.10-03 v `\I Z j. STA 906+72,27.5'LT O 14 INSTALL MMA WHITE LANE LINE PER �( X4X, S=5 -R=6,)---..\ 1 II '�� I i WSDOT STD PLAN M-20.10-03 ..fir ( .-EXISTING"STOP HERE • `' r STA 906+72,16.5'LT 14 ON RED"SIGN TO REMAIN O I\\ I l\ ili I ; , O / SIGN LEGEND: 6 STA 905+91,27.5'LT \\ lil 7( „-./ ( R-5 i 0 '`�! \ i; STA 906+72,5,5'LT0/2-STA 907+18,32.0'LT 10 S- ) INSTALL NEW SIGN ON POST cn f \./ �' 1 >' `;,' a4`,. ! i '"' R � RELOCATE EXISTING SIGN TO NEW POST W y t,--l...... ... �.i._ .. ..__...._..._....._..._.........._.._____.._. ----07 .. ... ..,_.:•" rf" \ = REMOVE AND SALVAGE EXISTING SIGN \�:y,,; j ,) ,'• CO—' 7n n -0- it .:: _ w ) EXISTING SIGN ............. . Q L 1 w w 4 STA 905+91,16.5'LT = 7 / 9 -7 3 STA 907+72,5.5'LT _ w .-II Ol STA 903+93,5.5'LT .1 0 1 1 O O T NEW SIGN N ( 7 I 1 w .IL,: FLASHING BEACON SIGN SEE E SHEETS) ' ti 10 1 SFA 905+96,5.5'LT - o �I DUVALL AVENUE NE OO ® \ — ;I O I ,,, { 0 M+00 _ - , 904+00 905+00 _ 906+00 907+00 908 p ':' RADAR SPEED SIGN{SEE E SHEETS) O - - . - , - �. 7i -.._ - -�- ..._... - - I-.._.. - O a, �' —� T GENERAL SIGN NOTES: !, Q f 13 STA 906+72, I p F- r O 03 STA 405+96,5.5'RT 0 0 tiI - -\_..O ti a, 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED F' V1 '"' j `i 5-5'RT / / _\ 7 Q PER CITY OF RENTON STD PLAN 129. .'. Z ! \ t— r,' - / r7 0 / �+ \ ti 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO - .., c s-4 ,-r 4 STA 905+96,16.5'RT �+ ti w J �_ ; BOTTOM OF LOWEST SIGN. Z V _ _ __. _ • _ n "i 14 STA 906+72, 'L� _ 'n_ ____ _ J 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED,SIGNS �y I-, I f 16.5'RT �i I SHALL BE INSTALLED IN SAME CONFIGURATION AT NEW Q I • ..... ! / • •% i - ._...- --�-- = LOCATION. �_ �� h - ` 4. RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BE - \ `` 0 / /� 7 \ ` Q INSTALLED ON NEW METAL POSTS. \ J 0STA 905+96,27.5'RT- \ ` STA 907+18,5.5'RT 10 \ 03 STA 904+96,5.5'RT \ � Y O 5. RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PER /.' • STA 906+72,27.5'RT 06 POLE LOCATIONS SHOWN ON ELECTRICAL PLANS. \ 10 STA905+96,31.5'RT-// / fi- -•' 6. ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMING \' i (. R-7 ) ( R-8 ) NI STA 906+50,61.0'RT 10 TRAFFIC PER CITY OF RENTON STD PLAN 129. R_4 J PLANCillk I `.� 7. SEE SHEET CHS FOR SIGN SCHEDULE. II 'K XX-5, ._S_6,5 SCALE IN FEET 01-'7 I i 8. SEE ERI STD PLAN 109 FOR PAVEMENT MARKING f -___ 10 STA 906+34,60.0'RT _, 1 I I:j ; I MATERIALS. z 0 20 40 _-....._ ..._._._............._....___.._.—_ �'�t,LpH sf4 SURVEYED: DUVALL AVE NE DRAWING NO. I ---- --- �P _ �, CH2 �� oF'waH�o DRAWN BY: _coc. .. CITY OF RENTON • -_ ..........................._____._-_...._..-._._.__._..._....._..__....._.___._.._....__ ,•�'7F' o,x CONFORMED SET PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 v,m z• DESIGN BY: CDC . TRANSPORTATION DIVISION ,_ __.._......._........ .............._..___ CHECK BY. .-,--__-___ AP CONSTRUCTION FED AID NO. is _-__......_. ............. ........ ..._....... ... - � I� `seOta -Q�'S� PROI MGR CMC 10'9°°'"^`�NOE .uT1E7w PROVED R STAB ZATION&SIGN SIGNING DATE FE§�g7� 2\eE E PUYALLUP,WASHINGTON9A3T. I 7 CHAN 98+150 TO STA 908+00I _... _-.... ........__..._........ ............ ........__ .� ISfFK ." T.251 601.6GW F.2136W 6773 �riG �f NUMBER REVISION DESCRIPTION BY APP. DATE 'SSJONAL E`.,.�6-• ,u,„m„ FILE:PU2141779045-CH.dwg ....p.m.... By, i•�'.f DATE:? `�( SHEET NO. SHEET 2 OF 5 6q.OF...4. ---- CHANNELIZATION NOTES: Ol INSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.50-02 i _ O INSTALL RPM TWO-WAY LEFT TURN "•EXISTING"SCHOOL SPEED LIMIT CENTERLINE,PER WSDOT STD PLAN - 20 MPH SIGN WITH FLASHING \ g -_9- \ M-20.50-02 N —_F LIGHT TO REMAIN ` _ _ _ L _ — • _ —— -7 _ _ — — — — — — � e. % O INSTALL RPM WIDE LANE LINE,PER U E \,yT. \ O WSDOT STD PLAN M-20_SO-02 w w 1T �i~ m 44 — —INSTALL RPM LANE LINE,PER WSDOT U) `-1 '-S-7 ) �! ( 6 }J w STD PLAN M-20.50-02 `" / ------ `/ , Ln w_ ~0 (, - - -INSTALL RPM DOTTED LANE LINE,PER V // - .'.', WSDOT STD PLAN M-20.50-02 CD+00 N 909+00 ,."1 - .: .... ... 910+00 _..- -'- --...: .....-- 911+00 ... 913 O INSTALL MMA WHITE WIDE EDGE LINE CO PER WSDOT STD PLAN M-20.10-03 �r 13 TA909+16,5.5'RT� NI DUVALLAVENUE NE �� v) ` THERMAL PLASTIC TRAFFIC ARROWS, w �7 1 PER CITY OF RENTON STD PLAN 109 N 0 7 z AND WSDOT STD PLAN M-24.40-02 z - Li ~ O ® ~1 = AY J - INSTALL THERMAL PLASTIC TWO 'n " - 8 ,irLEFT TURN ARROWS PER CITY Of U I __ ____--...._.. -----___,......------ .._... _._______ -.....__._... J. RENTON STD PLAN 109 AND WSDOT Q I— ' , _... —.......... --..__...._.....__... _ s .... ' STD PLAN M-24.40-02 Q i EXISTING"CROSSWALK AHEAD"--•f / O-I INSTALL WHITE THERMAL PLASTIC SIGN MOUNTED ON LUMINAIRE EX SOLAR POWER-""- O9 f-.. BICYCLE LANE SYMBOL PER WSDOT TO REMAIN PLAN .,.4 SPEED LIMIT SIGN STD PLAN M-9.50-02 SCALE IN FEET INSTALL 18"THERMAL PLASTIC STOP — 10 LINE,PER CITY OF RENTON STD PLAN n 0 20 40 SP 128 ;i v TIC 11 II II II II CROSSWALK OSS STD PLAN P INSTALL THERMAL ER CITY OF INSTALL WHITE THERMAL PLASTIC 12 �— TRAFFIC ARROW TYPE 1S,PER WSDOT STD PLAN M-24.40-02 I, _"" STA 916+91,5.5'LT 13 BEGIN 13 INSTALL MMA DOUBLE YELLOW 5 �\ <,R_12) \ -� _- .,. CENTER LINE,PER WSDOT STD PLAN O2 END I >' -?i M-20.10-03 \ I 14 INSTALL MMA WHITE LANE LINE PER > I — SIGN LEGEND: WSDOT STD PLAN M zo.lo-03 > co 3 '^ t"`� ' L.L.I ( S_J INSTALL NEW SIGN ON POST u, w ;-I �../ 2 STA 915+77,5.5'LT w ,-i 6 , `' -I— V)) R_� RELOCATE EXISTING SIGN TO NEW POST r' to. Ell O 14 I DUVALLAVENUE NE , I �� w : X_-) REMOVE AND SALVAGE EXISTING SIGN n cY)+00 914+00 • 915+00— 916+00 917+00 918 O EXISTING SIGN Ol , + NEW SIGN . /J� /f I � N S 8 J 09 0 / ( Q 40,- FLASHING BEACON SIGN(SEE E SHEETS) L.LiI— z -.-1 14 �' 0 O STA 915+77,5.5'RT 't , ti w !%9 RADAR SPEED SIGN(SEE E SHEETS) <: _; ti ill t-► ........ � ter.. z GENERALNOTES: d. F' T ....._ = 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED 1) Q �— _ _/ j_ _ I _ 4 _I- PER CITY OF RENTON STD PLAN 129- T \` \ T Q 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO \\ \ 2 BOTTOM OF LOWEST SIGN, (~R-10 ) STA 916+91,5.5'RT PLAN �� O2 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED,SIGNS LL SCALE IN FEET 1 SHALL BE INSTALLED IN SAME CONFIGURATION AT NEW '` R-11 • LOCATION. 0 20 40 4. RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BE INSTALLED ON NEW METAL POSTS. 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. 8. SEE COR STD PLAN 109 FOR PAVEMENT MARKING MATERIALS. i., ��"ARE, SURVEYED: _.__..".--.._-.- CITY OF RENTON DUVALL AVE NE DRAwmGNO. CH3 --..... ................ --- _ , � o�"Syi r v DRAWN BY: CDC., • CONFORMED SET• 2141779045- - x ...... .. ._....._._....... ._....... ._........ y 9.1 .). PROJECT NO. ______ _ .....__._......._._... .__............ ..... .. _ _._.........__—.._._._...... uo'm z.l ). DESIGN BY: CDC PUBLIC WORKS DEPARTMENT CHECK BY CS TRANSPORTATION DIVISION CHANNELIZATION&SIGNING FED AID NO. —__ ._.__..-... .. ..__.__.--____. ..... .............. P. .. ._. __.._._.- APPRO pjOR CONSTRUCTION ___...___.__........ ....__ o1a ♦ PROJMOB CMC 1019JOINAVENUESE.SUITEWO; 9�� _ STA 9 H OO DATE: _ .. .._........_... TE' ES 0.2 .rt.�\Prtg0.�0 �� ................ uwr,wASF�J raw a> DAT s �^ /yi/ ~` :t/1'47 SHEET 3 OF 5 SHEET NO. __61,"OF?94L N G CN9a T.meturkoo 5] NUMBER REVISION DESCRIPTION BY APP. DATE )�TONAL.�•s omu,„, FILE:PU2141779045-CH.dwg W..,."n wm R, . E: _ 1 + CHANNELIZATION NOTES: I ' O INSTALL RPM DOUBLE CENTER LINE, O ~ 'i : STA 919+59,44.4'LT ip PER WSDOT STD PLAN M-20.50-02 10 STA 919+48,44.8'LT N I i _ ' R-16 ‘. f- I • (V O —INSTALL RPM TWO-WAY LEFT TURN CENTERLINE,PER WSDOTSTD PLAN _-7 516 5_10 X_8 z 'A'\ O6 STA 27SZLT / M-20.50.02 R-17 R \ EXISTING STREET NAME // /�-18 R-19 O INSTALL RPM WIDE LANE LINE,PER SIGNSTO REMAIN ,`\ // I WSDOTSTD PLAN M-20.50-02 I / / I .11 _ ` ,�_�-- _/ _ __ I 4O — —INSTALL RPM LANE LINE,PER WSDOT �� Y , _"` - - ) _ STD PLAN M-20.50-02 _ t - 9 14 STA 920+22,16.5'LT \ - 7 SO - - -INSTALL RPM DOTTED LANE LINE,PER L ~O 4 m WSDOT STD PLAN M-20.50-02 O N 14 STA 919+31,16.5'LT STA 920+38,31,5'LT 10 ��-STA 919+31,27.5'LT O - - - O- ,--STA 921+22,5,5'LT O - w w _ w 6O INSTALL MMA WHITE WIDE EDGE L1NE w - I Lei PER WSDOTSTD PLAN M-20.10-03 N cH 01 CZ ® O STA 920+22,5.5'LT -- O - - - - - STA 919+31,5.5'LT _ ,, - O O STA 922+62,-5.5'LT o - 920+00 921+00 / - .--, THERMAL PLASTICTRAFFICARROWS, +00 �---:-4 -' i — 9191+00 1 — — I 1--� - — I— -- _ 922+00 — — 928 N O7 PER CITY OF RENTON STD PLAN 109 al l\ STA 919+31,5.5'RT 6O 11 - I .�� .-. a1 Q STA 918+31,�� t AND WSDOT STD PLAN M-24.40 02 Err O 5.5'RT - r OSTA 919+31,27.5'RT O O STA 920+38,5.5'RT 10 — DUVALL AVENUE NE O LEFTTURN ARROWS,PER CITY OF F- INSTALL THERMAL PLASTIC TWO-WAY 4.0t 6 - -STA 919+31,16.5'RT 17 - - -__ - - \ RENTON STD PLAN 109 AND WSDOT _ ___ w z - 10 STA 919+31,31.5'RT- STA 920+22,5.5'RT 13 _ STD PLAN M 24 40-02 �1 \+ x 14 STA 920+22,i6.5'RT , 8 �I i -::— i% \.•.:.. . . - n 0 INSTALL WHITETHERMAL PLASTIC U _.... ' O II� � I �--� PER WSDOT Q -...._... .,...._.. .............. - -� - 11''i��tl.. ...., �. E E •'. ..:,..... . T ~ STD PLAN M 9 0-0OL O -� O - INSTALL 18"THERMAL PLASTIC STOP �R-14 ® 10 ® LINE,PER CITY OF RENTON STD PLAN .._ STA 920+22,27.5'RT 6 END STA 922+62,5.5'RT XX9 •5-12 O EXISTING"END SCHOOL SP 128 • EXISTING SCHOOL CROSSING WITH ZONE"SIGN TO REMAIN BEGIN (-8_l� �11 R-15 STA 919+70,49.0'RT STA 919+81,49.6'RT 10 DIA60NAl ARROW TO REMAIN 0 I� II II II il CROSS STD LAN PE ITY OF \ RENTO PLAN C41, • INSTALL WHITE THERMAL PLASTIC SCALE IN FEET / 0 -II- TRAFFIC ARROW TYPE 1S,PER WSDOT 0 20 40 STD PLAN M-24.40-02 O12 13 INSTALL MMA DOUBLE YELLOW 10 STA 926+30,39.O'LTN X-10 CENTER LINE,PER WSDOT STD PLAN ® -STA 926+46,39.0'LT 10 M-20.10-03 , / / ///��STA 927+60,28.0'LT O S10 393o LT O �� STA 926+64,27.5'LT O 1 J 14 — —INSTALL MMA WHITE LANE LINE PER O STA 923+51,39.0'LT 10 R-21 / 1 f .2 20) __ • 20.10.03 I�`` -(7, T \ At.. i / WSDOT STD PLAN M-R-22 �. ':.. / SIGN LEGEND: 5• -13 i .-„ ...... ........ ---- r �� INSTALL NEW SIGN ON POST Alg 1 1_____ J -- " _ f - ,': E R- ) RELOCATE EXISTING SIGN TO NEW POST W - BEGIN®STA 925+74,5.5'LT 14 STA 926+64,16.5'LT-� - STA 927+60,17.3'LT lq (X- ) REMOVE AND SALVAGE EXISTING SIGN O g - END© 13 STA 926+64,5.5'LT EXISTING SIGN mQ `' _O - - - - O O �� STA927+59,5.6'LT 13 W - -• - 925+00 926+00 92 +00 NEW SIGN 00 .. N r _ + ......_ — 928 - - - F -- - -. - - - r + FLASHING BEACON SIGN(SEE E SHEETS) 00 _ _ ___ 1_-.___.._- _ - - - Din �� DUVALL AVENUE NE STA 925+74,5.5'RT O O -� ; O *II RADAR SPEED SIGN(SEE E SHEETS) ' _ - - — — —� - - - - - 6 STA 927+14,5�8'RT - <- STA 927+59,6.0'RT 6 Lo? -- GENERAL SIGN NOTES: v-1 — i4 STA 926+64,16.5'RT--/ :-, Q STA 927+59,17.1'RT 14 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED I- • PER CITY OF RENTON STD PLAN 129. W -► .. - 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO z }n ' .. BOTTOM OF LOWEST SIGN. ----- j ., • � 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED,SIGNS _ INSTALLED IN SAME CONFIGURATION AT NEW SHALL BE INSTALLED U - PLAN- - - LOCATION. ~Q /4N 7/ �1_,/ SCALE IN FEET 4. RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BE - INSTALLED ON NEW METAL POSTS. EXISTING"END SCHOOL - 15 STA 926+64,27.5'RT-- 0 20 40 -(X-11 ZONE"SIGN TO REMAIN O STA 927+59,28.3'RT- 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. 8. SEE COR STD PLAN 109 FOR PAVEMENT MARKING MATERIALS. ►tkiA R( SURVEYED: CH4 ��P e DUVALLAVENE DRAWING NO. ,fit op WAsy� C DRAWN BY: CDC CITY OF RENTON _ �� 9 CONFORMED SET PROJECT NO. 2141779045 e - r•, PUBLIC WORKS DEPARTMENT �/� 4%J DESIGN BY: CDC n - �Ui v z ix ;Par am- _' TRANSPORTATION DIVISION CHANNELIZATION&SIGN SIGNING FED AID NO. 4 CHECK BY: CS -_ " , -, .._. 1�,939TH AVENUE SE.SONE I,vI APPROVE OR CONSTRUCTION I DATE. FEB 2021, �A016 O ,3�,,` PROD MGR: CMC �„•A<Euo.�9As„,.�,a„,,,,, ." /!/ STA 918+00 TO END &etF•„RfC19Th"�4'��t`" o T.G53.3U4.6300 F.2R 6�OPTS /:%%i'I~ DATE:'`�l 7'� SHEET NO. 62 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE DyAL F'l" unr.,, FILE:PU2141779045-CH,dwg IFFTFY un.u.,, BY, SHEET 4 OF 5 #1 n_m 1.._. _._.._._._...._ ,-EL - \ EXISTING YEILD AND "STOP HERE I ON RED" SIGNS TO REMAIN otit _ /�� SIGN# DESIGNATION COMMON NAME LO COMMENT ��N. �?7 CH351 NS�TIONLE OFFSET - SIZE G _ -' w ` 1- - S-7 0M3-L OBJECT MARKER 909+18 0.0'RT 12"X 36" IN MEDIAN ON METAL POST LLI I _IMAM USE - 5-15 '^• 9 12" 131 8.56.4 S-8 0M3-L OBJECT MARKER 915+75 0.0'RT 12"X 36" IN MEDIAN ON METAL POST . N N - �+ 51-1 SCHOOL CROSSING i _ I 4,24"i ....J(DEWALK 4 24" R-9 --- - 911+17 37.0'LT EX I- ( 21.53 --I W16-9P AHEAD w -STA 50+86,32.5'LT 0 -$ R-10 54-S SCHOOL SPEED LIMIT 20 MPH 913+15 40.0'RT EX ol STA 52+44,27.7'LT O co ni S4-3P SCHOOL O 7 DUVALL AVENUE NE DETAIL NOTES: R-11 R2-1 SPEED LIMIT 20 MPH 915+87 39.5'RT EX BAND TO LIGHT POLE LIS 51+00 52+00 53+00 1.ALL LEGEND IN SERIES C 2000(4")LETTERING. - '-' - -- +- - -I- - I - I -- -I- ----- 2.COLORS: S4 4P WHEN FLASHING LEGEND-BLACK(RETROREFLECTIVE) R-12 55-2 END SCHOOL ZONE 916+59 37-0'LT EX BACKGROUND-WHITE(RETROREFLECTIVE) -_.- I CHANNELIZATION NOTES: 3.SIGNSIZEIS30"X30 PLAN n CUSTOM BIKE SIGN DETAIL - OINSTALL RPM DOUBLE CENTER LINE, SCALE IN FEET i NO SCALE CH5 CH4 SIGN SCHEDULE PER WSDOT STD PLAN M-20.50-02 - _� Zn SIGN# DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT I 0 20 40 CH1 SIGN SCHEDULE _________ j X-6 R7-1 NO PARKING 918+08 42.5'LT EX 2O - -INSTALL RPM TWO-WAY LEFT TURN SIGN i GENERAL SIGN NOTES: DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT CENTERLINE,PER WSDOT STD PLAN # X-7 R7-1 NO PARKING 918+69 41.5'LT EX X-1 R3-16A BIKE LANE ENDS 890+81 39.0'LT EX X-8 R10-15 TURNING VEHICLES YIELD TO PEDESTRIANS 919+43 43,5'LT EX O INSTALL RPM WIDE LANE LINE,PER 1. ALL NEW AND RELOCATED SIGNSHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129, X-2 W11-2 PEDESTRIAN CROSSING 894+22 34.0'RT EX X-9 R10-15 TURNING VEHICLES YIELD TO PEDESTRIANS 919+88 53.5'RT EX WSDOT STD PLAN M-20.50-02 ---------- --- ---------------- X-10 R3-16A _ BIKE LANE BEGINS 900+62 39,5'LT EX 2, MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO X-3 R3-16A BIKE LANE AHEAD 895+02 39,5'LT EX BOTTOM OF LOWEST SIGN x-11 R3-16 BIKE LANE ENDS 900+62 40.0'RT EX - 4 INSTALL RPM LANE LINE,PER WSDOT S-1 OM3-L OBJECT MARKER 895+13 0.0'RT 12"X 36" IN MEDIAN ON METAL POST STD PLAN M-20.50-02 3- WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED,SIGNS S-2 OM3-L OBJECT MARKER 897+98 0.0'RT 12"X 36" IN MEDIAN ON METAL POST S-9 R9-3A NO PEDESTRIAN CROSSING 919+43 43.5'LT 12"X 18" ORIENT FACING EAST ON EXISTING POST SHALL BE INSTALLED IN SAME CONFIGURATION AT NEW -..._.._.---- - 0 - - -INSTALL RPM DOTTED LANE LINE,PER LOCATION. R-1 R1-1 STOP 891+78 46,4'RT EX S-10 R10-15(MOD) TURNING VEHICLES STOP FOR PEDESTRIANS 919+43 43.5'LT 30"X 30" MOUNT UNDER EXISTING STOP SIGN WSDOT STD PLAN M-20.50-02 4. RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BE R-2 W11-2 PEDESTRIAN 891+95 40.0'RT EX S-11 R9-3A NO PEDESTRIAN CROSSING 919+43 35.5'RT 12"X 18" ORIENT FACING WEST INSTALLED ON NEW METAL POSTS. CROSSING BAND TO LIGHT POLE L18 6 INSTALL MMA WHITE WIDE EDGE LINE 5. RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PER 5-12 R1O-15(MOD) TURNING VEHCILES STOP FOR PEDESTRIANS 919+88 53.5'RT 30"x 30" MOUNT UNDER EXISTING STOP SIGN PER WSDOT STD PLAN M-20.10-03 POLE LOCATIONS SHOWN ON ELECTRICAL PLANS. CH2 SIGN SCHEDULE _ S-13 R1-1 STOP 923+33 40.0'LT 30"X 30" THERMAL PLASTIC TRAFFIC ARROWS, 6. ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMING SIGN# DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT S-14 R1-1 STOP 926+27 40.0'LT 30"X 30" 7 PER CITY OF RENTON STD PLAN 109 TRAFFIC PER CITY OF RENTON STD PLAN 129. _ _ AND WSDOT STD PLAN M-24.40-02 TURNING VEHICLES- - S1-1 SCHOOL CROSSING 7. SEE SHEET CH5 FOR SIGN SCHEDULE. X-4 R10-15 YIELD TO 906+12 51.3'LT EX R-13 918+26 39.5'RT EX BAND TO LIGHT POLE L17 PEDESTRIANS W16-9P AHEAD INSTALL THERMAL PLASTIC TWO-WAY 8, SEE COR STD PLAN 109 FOR PAVEMENT MARKING _.._..._. ............._..........._. -_ )849° LEFT TURN ARROWS,PER CITY OF MATERIALS. TURNING VEHICLES R-14 R10-6 STOP HERE ON RED 919+25 40.0'RT EX J RENTON STD PLAN 109 AND WSDOT X-5 R10-15 YIELD TO 906+55 64.0'RT EX STD PLAN M-24.40-02 SIGN LEGEND: PEDESTRIANS NE12TH ST, _ 03-1 STREET NAME - - --- ------ S-3 0M3-L OBJECT MARKER 902+18 0.0'RT 12"X 36" IN MEDIAN ON METAL POST MOUNT TO LIGHT POLE L18 INSTALL WHITE THERMAL PLASTIC �X_, REMOVE AND SALVAGE EXISTING SIGN S-4 OM3-L OBJECT MARKER 903+91 0.0'RT 12"X 36" IN MEDIAN ON METAL POST DUVALL AVE NE, 99 -4---. BICYCLE LANE SYMBOL PER WSDOT TURNING VEHICLES R-15 D3-1 STREET NAME 919+42 35.5'RT EX MOUNT TO LIGHT POLE L18 STD PLAN M-9.50-02 C, INSTALL NEW SIGN ON POST 5-5 R10-15(MOD) STOP FOR 906+12 51.3'LT 30"X 30" MOUNT UNDER RELOCATED - , � TURNING PEDESTRIANS STOP SIGN,SEE SIGN R-6 DEAD END, ' INSTALL 18"THERMAL PLASTIC STOP ( ) RELOCATE EXISTING SIGN TO NEW POST VEHICLES- ------ -.. -- CUSTOM GUIDE SIGN MOUNT UNDER EXISTING MOUNT TO LIGHT POLE 118 10 LINE,PER CITY OF RENTON STD PLAN S-6 R10-15(MOD) STOP FOR 906+55 64.0'RT 30"X 30" ------------------------------------------- - ---------- ------- SP 128 EXISTING SIGN PEDESTRIANS STOP SIGN S1-1 SCHOOL CROSSING SCHOOL R-16 - --- 920+29 38.7'LT EX INSTALL THERMAL PLASTIC I. NEW SIGN 53-1 CROSSING W16-7P DIAGONAL ARROW 11 II II II II CROSSWALK LINES PER CITY OF R-3 901+90 39.5'RT EX BANG TO LIGHT POLE L07 __.,_._._- } .._.......___.._...._..___...._..._........_....... ..._.___._..._........_ ._.... .- . (SEESHEETS) R-17 R10.6 STOP HERE ON RED 920+39 38,5'LT EX RENTON STD PLAN 127 OE FLASHING BEACON SIGN E - W16-9P AHEAD INSTALL WHITE THERMAL PLASTIC A9 RADAR SPEED SIGN(SEE E SHEETS) - - 12 -4- TRAFFIC ARROW TYPE 1S,PER WSDOT i 54-3P SCHOOL 51-1 SCHOOL CROSSING -'" R-18 921+76 39.5'LT EX BAND TO LIGHT POLE L20 ........... ..._._.. ........_... SOLAR FLASHER,SEE E STD PLAN M-24.40-02 DUVALL AVE NE R-4 SPEED LIMIT 20 903+13 40.0'RT EX W16-9P AHEAD R2-1 MPH SHEETS FOR RELOCATION 13 INSTALL MMA DOUBLE YELLOW '�� 54-4P WHEN FLASHING S4-3P SCHOOL CENTER LINE,PER WSDOT STD PLAN Y I -'- 8 19 9 SEE E SHEETS FOR t:o.ix. ,� SPEED LIMIT 35 _ R2-1 SPEED LIMIT 20 MPH SOLAR FLASHER COST: $X,XXX,XXX R2-1 I 22+91 39.5'LT EX ....................... M-20.10-03 MPH _._.._... --- RELOCATION FUNDING SOURCES:LOCAL CITY FUNDS R-5 903+51 39.2'LT EX -- ---- 54-4P WHEN FLASHING WASHINGTON STATE DEPARTMENT OF ECOLOGY SS-2 END SCHOOL 14 - -INSTALL MMA WHITE LANE LINE PER ---. STORMWATER GRANT I ZONE WSDOT STD PLAN M-20.10-03 R-20 - RADAR SPEED SIGN EX SEE E SHEETS FOR RELOCATION ENGINEER:PARAMETRIX PUYALLUP,WASHINGTON ( R1-1 STOP --1 - - FOR INFORMATION PLEASE CONTACT ------- ---- - R-21 S4-5 REDUCED SCHOOL SPEED LIMIT AHEAD 926+22 L39.5'LT EX BAND TO LIGHT POLE L24 D3-1 STREET NAME NE 10TH ST -------------------------- -- CITY OF RENTON-(425)430-6501 R-6 CONTRACTOR:XX XX XX D3-1 STREET NAME DUVALL AVE NE 51-1 SCHOOL CROSSING--- R-22 ----------{- - ---- 927+22 40.04'LT EX BAND TO LIGHT POLE L25 -"- 906+12 51.3'LT EX • CUSTOM GUIDE MARTIN LUTHER KING W16-9P AHEAD DETAIL NOTES: SIGN BAPTIST CHURCH - --- _-__.. ._.- ___._..-. _.. .__ _ ___...._ _ S-16 CUSTOM DOE DEPT.OF ECOLOGY GRANT INFORMATION 919+43 43,5'LT 24"x48" SEE DETAIL 2 THIS SHEET 1.HEADING IN 1.5"TEXT.ALL OTHER LEGEND IN 1"TEXT. R-7 R10.6 STOP EEDRE ON 906+00 41-7'RT EX - 2.COLORS: -------------- LEGEND-BLUE(NON-REFLECTIVE) I ,,. _-.- CH5 SIGN SCHEDULE i NE lOTH ST,BAND TO -___.... ..... .... D3-1 STREET NAME " BACKGROUND-WHITE(REFLECTIVE) � LIGHT POLE L12 SIGN# DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT � ' LOGO-CITY OF RENTON I R-8 906+10 48,6'RT EX -- -----'- ------------------- --- 5-15 CUSTOM BIKE BICYCLES MAY USE SIDEWALK 52+28 41.2'LT EX SEE DETAIL 1 THIS SHEET 3.SIGN SIZE IS 24',X 48". DUVALL AVE NE,BAND -_-.__.._..............._........_._...___ D3-1 STREET NAME CUSTOM DOE SIGN DETAIL ___ TO LIGHT POLE L12 R-23 R3-16A BIKE LANE ENDS I 52+28 I 41.2'LT EX MOUNT ABOVE S-5 __l NO SCALE CH5 ✓MAR SURVEYED: >'�`� 7�o CITY OF RENTON DUVALL AVE NE DRAWING NO. CH5 �oF �Hjl• -- DRAWN BY: CDC `` -h ' CONFORMED SET PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 . V Ne • $ ` DESIGN BY: CDC - TRANSPORTATION DIVISION FED AID NO. CHECK BY: CS CHANNELIZATION&SIGNING --'"- APPROVED FOR CONSTRUCTION -Po 4F 36015414 PROJ MGR: CIVIC +UYALLUAve""e WASHINGTON BEGIN TO STA 52+60 GATE: FEB 2021 \CIS S F WALL 4.0000SF.2S3 QY 9BTTa '`}+S G�,� r zsssa.eeoo F.zv r,,uerrd !1/T' 144�W/ SHEET NO. 63 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE 120NAL or+":d, FILE:PU2141779045-CH.dwg .NY.,........ BY: 1. /fl DATE: ---- SHEET 5 OF S F- GENERAL NOTES: N = 1 LOCATING EXISTING UTILITIES PRIOR TO ,•;, I- CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.CONFLICTS SHALL BE BROUGHT ..: ... ... ATTENTIONTO THE OF THE ENGINEER FOR ,_. z .._.....:,::..':rc.._:..:..._.__. � .. __. _ RESOLUTION- 2. ALL VAULTS AND CONDUITS SHALL BE INSTALLED THE GENERAL LOCATIONS SHOWN ON THE PLANS. - ..- W LOCATION SHOWN ARE SCHEMATIC. CHEMAT C-CONTRA CTOR _; . _ 0 SHALL TEE LOCATIONS AND 892+00 893+00 ELEVATIONS WTHTHGINERPRIORTO - - - - 894+00 . INSTALLATION.-i - • • - t - C3 8- C-LINE 3. LOCATIONS AND DESIGN SPECIFICATIONS FOR r _ T AND TRENCHES SHALL � 4 ALL -- -4 "- 896+ WITH PSE,PRIOR TO CONSTRUCTION.E COORDINATED A E — -- 1��1 9 - -= - - 4. DUV V NU N -- � CONTRACTOR IS RESPONSIBLE FOR EXCAVATION, �� n`N... /� • - 5. EXISTING AND I-- SUPPLIED TPROPOSED N UNDERGROUND UTILITIES ARE SHOWNFOR REFERENCE ON THE PLANS ' mie�'i' r d d _ C2 2 A n , - _ _ _ UNDERGROUNDING NOTES. • 5 0® - -P _�P - _. . POWER P3 1-3",3-4" n Q PJ INSTALL VAULT-PSE TYPE 2'6"X 2'6"X 2'0"BELOW I- PO GRADE HANDHOLE.SEE DETAIL 1,SHEET PU4. n INSTALL VAULT-PSE TYPE 4'8"X 7'X 5'8"BELOW w Ct 1-4" P2 GRADE 575 J-BOX&PULL VAULT WITH ANI-SKID z DOORS.SEE DETAIL 2,SHEET PU4, • P3 INSTALL CONDUIT RISER(S)ON PSE UTILITY POLE. SIZE AND QUANTITY AS NOTED ON PLAN. PLAN INTERCEPT EXISTING PSE CONDUIT AND ROUTE P4 INTO NEW VAULT.SIZE AS NOTED ON PLAN. SCALE IN FEET -_ I 20 0 20 40 PS CONNECT CONDUITS INTO EXISTING PSE VAULT. P6 INSTALL VAULT-PSE TYPE 5'3"X 2'3"X 2'9"BELOW GRADE FIBER VAULT.SEE DETAIL 3,SHEET PU4. P7 POLE TO BE INSTALLED BY PSE PRIOR TO - CONSTRUCTION.LOCATION MAY NOT BEAT EXACT LOCATION SHOWN. Lu REMOVE EXISTING PSE VAULT_CONTRACTOR TO PS COORDINATE REMOVAL WITH PSE. m Q z COMCAST UNDERGROUNDING NOTES : ` , -' -`- .. POLE.SIZE AND QUANTITY AS NOTED ON C� INSTALL CONDUIT RISER(S)ON EXISTING PSE "' DUVALL AVENUE NE PLAN. __ NSTALLVAULT-C MCASTTYPEI6 X 3'0 ABOVE W - -_ 897+ - C2 GRADE PEDESTAL O I- - ---- '__ _ C-LINE-1 0 CONTRACTOR TO COORDINATE WITH COMCAST -____+ -- -_ - 898+00 FOR COMCAST INTERCEPTION OF EXISTING W I -_____ - 899+00 900+00 CONDUIT AND ROUTING INTO NEW PEDESTAL- S _ U CONDUIT SCHEDULE cQ ,, P RUN NO. CONDUIT CONDUIT SIZE 9 io LEGEND: LENGTH P ;.... — - T • ... ---- COMCAS Fp___-,.�P -P _ _ __- ,,,,, P P-___.__� .. ENERGY am COMMUNICATIONS VAULT ..-. - ., p .._p p' .gip P ld 'ir I POWER VAULT 3• ......� , PJC��I , ar7 2 10 LF 1 3 1 1 ' • -Tv- COMMUNICATIONS CONDUIT I- 3 170 LF 3 t i N N p— POWER CONDUIT 4 40 LF ._........... ... ...i.' `.. 5 I 20 LF 2 I �0 O CONSTRUCTION NOTE _. ` - ,_ _ w _ 6 20 LF 1 I Z CONDUIT NOTE 7 20 LF , A SEE WIRE SCHEDULE 8 20 LF 2 PLAN (4) . 9 550LF 3 PSE IDENTIFIER 10 40 LF 2 SCALE IN FEET ,.-_ 1t 20 LF 1 0 20 40 ,N04..........1.44 SURVEYED: DUVALL AVE NE DRAWING NO. r U 1 $�.F,0-R' ,f. e = DRAWN BY: MEK CITY OF RENTON PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 p m pz x DESIGN BY: MEK. TRANSPORTATION DIVISION FED AID NO. - I'arametrix;;-, CONFORMED SET CHECK BY: POWER UNDERGROUNDING PLAN �t APPROVED FOR CONSTRUCTION UBOl6 1019 J91N AVENUE SE,SUITE 100 DATE: FEB 2021 'sec _o ,4e PROD MGR: CMC I�WAlIUf,,WAS/SSC:TONPfUM %- NE 7TH PL TO NE 9TH ST 'PE IstE1z u^ T.ZS)004 wu F.E9 waers9 7/fl(Z( SHEET NO. 64 OF 94 NUMBER REVISION DESCRIPTION 8Y APP. DATEj�'£f <ua.mn FILE:PU214177904S-PU.dwg a+:..,".•: B j z ,/'a"-,� DATE: SHEET 1 OF 4 • • GENERAL NOTES: • _.. 1. LOCATING EXISTING UTILITIES PRIOR TO I— CONSTRUCTION SHALL BE THE RESPONSIBILITY OF H ; • THE CONTRACTOR.CONFLICTS SHALL BE BROUGHT >= I 21-4". TO THE ATTENTION OFTHE ENGINEER FOR - N I RESOLUTION" �',':.. N PROPOSED UTILITY �' • z EASEMENT LINE 2. ALL VAULTS AND CONDUITS SHALL BE INSTALLED AT • ��\',',\\\ 23 ,: THE GENERAL LOCATIONS SHOWN ON THE PLANS �, \ 1-4" ^- ® LOCATION SHOWN ARE SCHEMATIC.CONTRACTOR L r�T•T►► AND �� H�� H THE ENGINEER PRIOR TO e. • � �� ELEVATIONS WITH COORDINATE � •^ _ ___ ,_. 14:D INSTALLATION J0 PS 1-3",1 4" P3 C r~ 24 3. EQUIPMENT AND TRENCHES SHAD BIEOCOORDINATED PO4 16 H ._ a• " * WITH PSE,PRIOR TO CONSTRUCTION- _.. ..... - ----. _ ('' ... ----..._--.__ _....__.----.__. ..._._.., ..., i .. .._- .. _ -.._- - ? - - _ _ 4. �—C-LINE TRENCHING,INSTALLATION AND BACKFILL CONTRACTOR IS RESPONSIBLE FOR CA OF SE 1 4" 25 J07 a 920+00 40_, SUPPLIED MATERIALS AS NOTED ON THESE PLANS.917+00 2 918+00 f — 919+00 --I— — 921+00 EXISTING AND PROPOSED UNDERGROUND DUVALL AVENUE NE 5 ARE SHOWN FOR REFERENCE ON THE PLANS. (TIES • .... .. 13 17 1s 20 -:�, _ �"� POWER UNDERGROUNDING NOTES: z J03 fit ., a 14 P P 1 _..... # ° • 1 INSTALL VAULT-PSE TYPE 2'6"X 2'6"X 2'0"BELOW ___— --• — - _- p O GRADE HANDHOLE.SEE DETAIL 1,SHEET PU4. 13 noir w 1 �l�1:'I GRADE S75 J BOX&PULL VAULT WITH ANTI-SKID 1 P2 IN t5 18 C !' ,.... INST ALL PSE TYPE4'8"X7 21 J DOORS SEE DETAIL HEET PU4 12 ��.... 2,S JOS P7 P3 INSTALL CONDUIT RISER(S)ON PSE UTILITY POLE. 1-2",2-3"0 tap/42 c - O SIZE AND QUANTITY AS NOTED ON PLAN. N- Al CP INTERCEPT EXISTING PSE CONDUIT AND ROUTE P4 INTO NEW VAULT.SIZE AS NOTED ON PLAN. PLAN P6 CONNECT CONDUITS INTO EXISTING PSE VAULT. . SCALE IN FEET �) O 0 20 40 P6 INSTALL VAULT-PSE TYPE 5'3"X 2'3"X 2'9"BELOW GRADE FIBER VAULT.SEE DETAIL 3,SHEET PU4. P7 POLE TO BE INSTALLED BY PSE PRIOR TO CONSTRUCTION.LOCATION MAY NOT BE AT EXACT LOCATION SHOWN. P8 REMOVE EXISTING PSE VAULT.CONTRACTOR TO COORDINATE REMOVAL WITH PSE. CONDUIT SCHEDULE RUN NO.i CONDUIT CONDUIT SIZE LENGTH I /-,\ PUGET SOUND ENERGY n\ 2' 3• 4- 6' 12 10 LF 1 13 10 LF - 1- -- 14 20 LF 2 I 15 10 LF 1 16 90 LF 1 1 1 17 120 LF 1 2 LEGEND: 18 20LF 2--- 19 30 LF 1-~------- OM COMMUNICATIONS VAULT 20 100LF 2 C C P CF7 POWER VAULT _21 30 LF! 4 2 22 80 LF 2 2 -1v--- COMMUNICATIONS CONDUIT 23 10 LF 1 24 10 LE 1 ---P--- POWER CONDUIT ...-25 W LE i.. ............ OCONSTRUCTION NOTE CONDUIT NOTE - S SEE WIRE SCHEDULE PSE IDENTIFIER • - MAR/ SURVEYED: -7 �`��op w,1Sy�Ct _ DRAWN BY: MEK CITY OF RENTON DUVALL AVE NE DRAWING NO. -PU2 '� _ PROJECT NO. 2141779045 PUBLIC WORKS DEPARTMENT rJ y z DESIGN BY: MEK TRANSPORTATION DIVISION FED AID NO. CHECK BY: '�,i?ara netclX.'.': CONFORMED SET +� - -' APPROVE FOR CONSTRUCTION P STA 9 6+050 TO STA 9 1+50 DATE: POWER UNDERGROUNDING PLAN aw9 39TM AVENUE SE,sun£iw FEB 2021 aeote v ,ce' pR01 MGR: CMC 1 2 CWauw,WA4DINGTON 9939a ''/ '1O .15.10N eaf•`'`" r ua boaa609 F uixwe79s /W A' J NUMBER REVISION DESCRIPTION BY APP. DATE 5S/SAL Y: �,m�,,�„, FILE:PV2141779045-PU.dwg �+�'va'9•-+Rm" BYE ! �_ ._......................._...._ DATE:��( SHEET 2 OF 4 SHEET NO. 65 OF 94 PSE GENERAL SPECIFICATIONS Cable Tags and Pulling - All conduits entering PSE vaults shall be through the appropriate knockouts to ensure proper cable lay. Vault - Primary Underground Cable Identification Tag installation shall conform to PSE standards 6825.6050. entries causing cables to cross each other in the vault,or lay in the vault unevenly,will be rejected and corrected at Scope of Work - Cable Pulling shall conform to PSE standards 6825.6100 and 6825.6150 the expense of the city contractor. OH to UG conversion along Duvall Ave NE between NE 7th PI and NE Sunset Bivd. - All conduit entries into PSE vault shall be straight and level with a minimum of 6'straight section outside the vault RESPONSIBILITIES OF THE CITY wall and 2"on conduit extending into the vault with bell ends installed. - General • - PSE conduits shall be placed in the trench maintaining a minimum of 1-1/2"of separation. Use conduit spacers - All work is to be completed per PSE Standards&Practices.Copies of all PSE Standards are available upon Documentation (provided by PSE)every 10'. - The city and their contractor shall attend a pre-construction meeting specifically for installation of bare duct and vault - PSE conduit runs shall be placed straight and level. Should it become necessary to alter conduit alignments to request. system. . avoid other utilities the maximum bend radius allowed is 22-1/2 degrees. Bend radius greater than 22-1/2 degrees - Work sites shall be kept clear of debris and all construction materials;equipment and packing shall be removed PSE will provide to the city contractor with construction plans for the installation of PSE duct and vault system. require prior approval from PSE engineering representatives. daily. - All installations shall conform to specifications contained in this document and all relevant PSE standards. . . - All PSE conduits shall be placed with the minimum separation between other utility facilities as specified in PSE - Return all unused and removed poles,transformers and hardware to PSE,storeroom. All copper shall be coiled standard 6790.0130. Refer to the typical utility trench cross section detail in this work sketch. and returned the day it is removed from the poles.Remove all unused pins and insulators. Safety. - All PSE conduits shall have a minimum of 36"of cover. Cover of less than 36"is permissible on a case by case - Return all streetlights,area lights and floodlights to Sumner yard. - Field changes shall be pre-approved by PSE or designated representative prior to construction with proof of acceptance basis provided that such installations adhere to PSE standard 6790.0130 figure 2. Pre-approval by PSE engineering required prior to PSE acceptance of completed duct and vault system. . . representatives is required. - The city contractor shall not access energized power vaults without the assistance of PSE line workers. - City installed empty conduit is not able to be located by normal means.It is the City's responsibility to note the Pre-Construction location and depth of the installed conduit and protect it from damage by themselves or others throughout the - Notify appropriate city,County or DOT authorities 48 to 72 hours,or as required by permitting agency,in advance Trench and Excavation duration of the project. of starting work in Right-of-way involving a Permit. - The city contractor shall not expose energized power conductors(direct buried or in conduit)without the assistance of PSE line workers. Materials. , - All system switching shall be approved by System Operations(425-882-4652)a minimum of 48 hours in - The city shall provide all trench excavation and backfill for the installation of new or modified PSE underground distri•bution . - - The city shall not backfill PSE facilities until authorized by the PSE Inspector. advance. - Cityshall be responsible for the securityall PSE materials delivered to the job site. system within the construction area. p - Notify customers of all outages 48 hours in advance. - All trench excavation shall conform to PSE standards 6790.0075,6790.0130,6790.0140,6790.0250,and 6790.3050.. - The city contractor shall sign material manifest slips for all PSE materials delivered to the job site. - PSE plans show general trench alignment.They do not show specific cross sections with existing or proposed other - Initial delivery of PSE materials to the job site requires 10 days minimum advanced notice to PSE storeroom. Work Drawings&Documents utilities,It is the City's responsibility to install PSE facilities at necessary depths to avoid and provide required clearances - After the initial delivery of materials subsequent bulk material deliveries to the job site by PSE vendors require a to other existing or proposed utilities. minimum of 5 days-advanced notice to PSE storeroom. - PSE Project Manager or Engineer shall approve field design changes. Construct the shared utility trench where the various utilities can transition in and out of the trench line in an orderly fashion - PSE representatives will provide delivery of all miscellaneous material necessary for duct&vault installation,such - Mark all field changes,equipment ID numbers and Underground cable information in red on Foreman's copy of without altering duct bank alignments of other utility. Separation of crossing utilities sharing the common utility trench is 6". as couplings,glue,bends,etc.,with minimum 3 days advanced notice to the PSE storeroom. work sketch. - After the new underground system is installed an energized,additional excavation may be necessary to re-train existing - City shall provide equipment and labor necessary to off load material on site. - Return one Foreman's copy of work sketch to Project Manger at completion of job. underground cables into the new vaults. This excavation will be provided by the city with 48 hours notice. - All vaults will be delivered by the manufacture to the job site as follows: - Placement of other utility vaults within the trench line alignment encumbering access to PSE facilities is not allowed. -- 575 and smaller with a minimum 3 days advanced notice to PSE storeroom. When permits are required,a copy of the permits shall be available on work site at all times. - If four or more six inch conduits are installed in a trench,fluidized thermal backfill(FTB)shall be installed around the - 5106 and larger with a minimum 5 days advanced notice to PSE storeroom. • conduits to a depth of six inches above and to the sides of the conduit,and two inches underneath,per PSE Standard - If vault excavation is not ready when vaults are delivered,city contractor will provide necessary equipment to install Safety 6790.0140. vaults.Install mastic sealant between the sections of mull-section vaults(sealant provided by manufacturer). - Refer to PSE standards 6275.3000 for requirements on System Grounding - All unused material shall be returned to PSE stores and reconciled after PSE duct&vault installations are complete. Vault Installation - Refer to PSE standards 6275.9210, 6275.9230 and 6275.6250 for personal protective grounding requirements. - City shall install PSE vaults in accordance with PSE standards 6775,0035 and 6775.0040. Inspection - Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. - Vault hole ekcavation shall be prepared level and free of debris with a minimum 6"base of crushed rock to prevent vault •- PSE will provide an Inspector during city contractor installation of PSE bare duct and vault system. settling. - The roll of the PSE Inspector is limited to verification of compliance to all relevant PSE standards and practices. The Proper ede clearances System Ol ber taken. at the beginning,and released at the end,of each workday,or as otherwisePSE Inspector will not approve changes toplanned PSE facilitychange by the Operator. - PSE Vaults in planter areas shall be set 2"above final grade. P PP 9 locations or chap a orders. - PSE Vaults in hard surface locations such as sidewalks shall be adjusted to match finished grade prior to the installation of - The PSE Inspector will be the contact for all issues concerning installation of bare duct and vault system for PSE • 7 - Provide signs,barricades,and traffic control in conformance with permit regulations. PSE conductors and equipment.Maximum adjustment up is 5"-more than 5"require and additional riser. and provide a liaison between the field and engineering for change requests. - Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. - Note:The city contractor will not be allowed to make vault adjustments after PSE conductors and equipment are - The city shall provide the PSE Inspector the means(survey staking)to verify proper depth of burial and location for - Maintain traffic flow as required by permitting agency. energized.PSE line crew will perform the adjustments on a change order basis, all PSE facilities to the satisfaction of the PSE Inspector on site. If the Inspector is unable to verify proper depth of - City shall provide all surveying necessary to assure all PSE vaults are installed in the alignment location specified in this burial,location,or grade of PSE facilities a non-compliance document will be issued effecting PSE final acceptance document.The city shall be responsible for establishing grade elevation for PSE vaults. of city installed facilities for PSE. Joint Facilities - All PSE vaults shall be dean and clear of construction debris with all knockouts and cover adjustments grouted to PSE - - Coordinate with Communication Companies for transfers. satisfaction prior to PSE accepting delivery of bare conduit&vault system. -------- ---EROSION&SEDIMENT CONTROL REQUIREMENTS Conduit Installation EROSION&SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE OVERHEAD CONSTRUCTION - All PSE conduit installations shall conform to PSE standards 6800,6000,6800.8050,and 6825.6505. 0150.3200 TECHNIQUES FOR TEMPORARY EROSION&SEDIMENT CONTROL &ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. - All conduits shall be routed and installed per conduit tables,installation diagrams,and details in this work sketch. (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING Poles&Structures - The city shall proof every PSE conduit run prior to final PSE acceptance. Proofing is defined as pulling a mandrel of the NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES same diameter through the conduit. Mule tapeprovided byPSE shall bepulled in behind the mandrel in each conduit run ARE TO BE INSTALLED,CROSS SECTION DETAILS OF THE TYPICAL EROSION - Poles are to be installed or relocated as staked. Unless otherwise noted,all pole location measurements are 9 STRUCTURES,&SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) as evidence of proofing. A plug shall be installed in all spare conduits. 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 transferred 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 construction,install avian protection with#4 CU-covered jumpers(MID#9998076)and#4 SD Aluminum covered tie-wire(MID#8309760). For 34vK construction use bare wire primary jumpers with pre-formed helical-grip ties and avian protection devices when required per Std.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 arc shields)on all primary overheads and underground taps with fused protection above 40T. - Install Wildlife Protectors on all transformers. • �:\' v c 0 SURVEYED: CITY OF RENTON PU _ r$•s.R4,.- --,f C - DRAWN BY: MEK - DUVALL AVE NE DRAWING NO. PU3 • v y •• $7 DESIGN BY: MEK = I,t PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 Parametrix;'t. CONFORMED SET TRANSPORTATION DIVISION FED AID NO. 141$ CHECK BY: �- ... APPROVE FOR CONSTRUCTION POWER UNDERGROUNDING NOTES same Q' 1019 MTMAVEM@SE.SUITE MO / SHEET 3 OF 4 DATE: FEB 2021 'Pp 4.q O ,' PROI MGR: CMC mxALLUP.wAunecroN wra ! ' NUMBER REVISION DESCRIPTION BY APP. DATE YAL '� uwvrn FILE:PU2141779045-PU.dwg T s:to um0 2"'""99 BY:%✓ ,�� DATE:/�� SHEET NO. 66 OF 94 • • _ Steel Door r 2:e: T-6„ • ti Tubes for 11' Bolts )3 e Handhole - • Adjustable (4) (2 Square _,Y. •.` _ `., Anti-Skid > Adjustable Cover . ,`Doors g• �'%i-;'1 ":+- • ` LTypiral customer run.),III.- ,,-,,:i I . ..„... . _ .. TOP VIEW . ` _ - 5 8' �' service conductors in duct 2„__ 1'-0 • Install PVC bell ends �.` Top. - - -- --___ Section and rout into wail-"'�-_�i' •LSeal conduit - -T�- • 1835 lbsTOPVIEW 2'to 3' with foam-' T- Adjustable Cover (mat Grade .< Handhole :��l (See NOTE Below) (Pavement) 47601bs _~ " Conduits and conductors shall enter from - : :: .• • : "- - • .. 2.�" , ends of handhole through knockouts provided 6"Crushed rock *` 4 ., 6„ • . r-. Crushed toff 5" .. ... .. '..• y ; Rock 1 -.._-.._-_._..-. . NOTE: - 1 SIDE VIEW The Top Cover shall be leveled and adjusted to Final Grade ....-..-==-; ,-. _._______.__ . ' ' using the Adjustable Bolts.This Installation is for Pavement or SIDE VIEW } ' EXCAVATION:5-1f3 CUBIC YARDS Sidewalks only. Excavation-24 cubic yards ' SINGLE PHASE SECONDARY CONCRETE HANDHOLE-HH1,HH2 575 J-BOX&PULL VAULT EXCAVATION DETAIL-J01,J03,J04,J08 Not to scale 6050.2020-1 SCALE:NONE MID#9996162 NOTE: Customer-installed grounding wires(the'4th'wire on the single-phase systems and the'5th'wire on the three-phase systems)shall no t be connected to PSE's ground or neutral bus.They shall be • removed by customer or cut off at the vault wall. - DETAIL ( DETAIL IF1 • NO SCALE -' NO SCALE -- Bolt-Down Locking (2)1/2"Dia.Hex Bolts . ` - Full 180'Open - - - L i: 2' COVER WITH ADJUSTABLE FRAME ' No.38125 TA._........ ._ l// Suitable For H-20 Wheel / Recessed Uft Handle 1 Galvanized Diamond Plate Load In Off-Street Locations. / Covers w/Bolt-Down Locking NOTE: Where Not Subjected To _ - 12" Puut WIDTH VARIES PER Trench and backfill requirements for primary electric line extension trenches(No PSE gas) •• High-Density Traffic. - NUMBER AND SIZE OF -A 12'layer of sand is required when excavated native material contains rocks up to 10'in diameter. CONDUITS - - -A 6'layer of sand is allowed when excavated native material contains rocks no larger than 8'in diameter. • ( MIN) 32-(Power, Gas, Typical va ed Dirt Pile 8" ROADSIDE -- Power, ,and Ex 24`Min /// • 3/4"rA Insert,w/Hex Bolt• FINISHED GRADE -' -, q:_g L 2 Each Side,2 Sides 2 Adjustment -- Final Grade Communications) z zAar /�\, 2,$1„ \�\ I Illumination VAULT f;:'. t.:..: ... .,„..e w,,.. - �3- A Z.' f Conduit,24"Min F 11/2"Dia.Uft Hole 1- 1 Each Side,2 Sides 1'-10" • I— :..t...... BACKFILL - Z Cover(Where APPticable) • z'-7" = CITY ILLUMINATION CONDUIT (No rocks over 10 diameter) Cover ,,`ti °P (WHERE APPLICABLE)) 1 n m Separation .r• .,.,. I - Max . •' - 12'Min lion 12'Mm 12"Min . i -0 . .... _.... 6 2 M S ^ I t - LE Separation a calico 2 / L Galvanized"C"Channel,4' "Lg. nN s"MIN P 'or 1 in Sand Shading after Compaction L Ea r Sides i SIZE n9 P 'Each Side,2 SAND SHADING S,-�2„ {_ I ANO NUMBER f Full Len 10"Wide Knockout II C NDUIT PER �• M ''''''''''''''',,,""'I \ I— I }TF82"-1 So"48 t„ PLANS/SCHEDULE(TYP) f j 4'Sand Bedding \ 2'-3" m in Floor For Intercepts z3/4"Dia.Pulling Insert .. 1 i�,r 2"MIN \v/ �� 1 Each End,2 Ends Full Length` I SAND BEDDING I SECTION A-A Knockout 2" Gas1 Primary Power END VIEW MIN END Cables Or Conduit TYPICAL LATERAL TRENCH Primary-Mainline Gas 8 Communications(NTS) FIBER VAULT DETAIL-FB1 DETAIL ("41 TYPICAL JOINT UTILITY TRENCH - _•. SCALE:NONE CLINK PID#2378448 NO SCALE "" DETAIL DETAIL NO SCALE , - NO SCALE - .Yp,MAR/4, SURVEYED: �1 ,1 ��eF�� CITY OF RENTON DUVALL AVE NE DRAWING NO. rU`"F =/^ i. f - DRAWN BY: MEK ` .7t.it'e. • 0131: DESIGN BY: MEK - - PUBLIC WORKS DEPARTMENT PROJECT NO. 21417750�15 /I • I arametriz CONFORMED SET TRANSPORTATION DIVISION FED AID NO. CHECK6Y: POWER UNDERGROUNDING DETAILS J APPROVED FOR CONSTRUCTION BumG 1019 d9m AVENUE...ATE IWI DATE: FEB 2021 r / a x PROJ MGR: CMC v��esoo F,�ma�, i (\.t/`-,*l / SHEET 4 OF 4 NUMBER REVISION DESCRIPTION BY APP. ()AU '�At.E1� FILE:PU2141779045-PU.dwg rem a BY>,t._r_ZG DATE:��E[ I SHEET NO. 67 OF 94 ELECTRICAL NOTES: O 1 CONSTRUCT DECORATIVE LUMINAIRE,POLE AND N FOUNDATION.SEE LUMINAIRE SCHEDULE ON SHEET E10 _ FOR MORE DETAILS. F- i w FINISHED GRAD OE INSTALLJUNCTINO NS OX WITH SUP RESISTANT LID AT • m LOCATION SHOW PER COR STD PLAN 120. ... .. - O O INSTALLIUNCTION BOX WITH PAO ATAPPROX w N -_. w EXISTING UTILITY POLE(PSE)AND LUMINAIRE TO DUVALL AVENUE NE Lit9 REMAIN. C-LINE --\ WIRE TO 892+00 893+00 \l p 10 EXISTING UTILITY POLE,LUMINAIRE AND GUY W _ _ _ - I - - _ _ - - i- ` - 8' • BE REMOVED BY UTILITY COMPANY,SEE SITE - d PREPARATION SHEETS. cn c 0EXISTING LUMINAIRE POLE(CITY)TO REMAIN. :. Q _ -r Ln • N. ` J • / ,I ,. .,....- .....: � ..... z 0 i o PLANSCALE IN FEET 0 20 40 > EX SVC SC354 \ w Q w , ' /: . . . ,, , w 11 w 0 O CD .... C-LINE -- + r00 895+00... ,. 0) — — — — i .___ — —t — — 896+pp obi Q + - - --_ _ - 897+00 - 00 F DUVALLAVENUE NE _ �_ _ ss8+oo — in w w z z J � ® //,�� 2 d P 3 1 U // P ELECTRICAL LEGEND: © ' '© m O 0 JUNCTION BOXES(WSDOTTYPES 1,2,8) m CONTROLLER CABINET PLAN GENERAL NOTES: 4 DECORATIVE ROADWAY POLE AND LUMINAIRE MI SERVICE CABINET SCALE IN FEET 41) 1 THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY.FINAL LOCATIONS — SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD, STREET LIGHT MD SMALL CABLE VAULT 0 20 40 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. • TYPE PS SIGNAL POLE POWER POLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. PEDESTRIAN PUSH BUTTON " 4c* FLASHING BEACON SIGN ASSEMBLY 3. ALL CONDUCTORS FOR SIGNAL HEADS,PEDESTRIAN HEADS,PUSH BUTTONS AND STREET LIGHTS SHALL BE SIGNAL POLE RADAR SPEED SIGN LABELED IN EACH JUNCTION BOX. • 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. e c - SIGNAL POLE W/LUMINAIRE - ---- CONDUIT(SEE WIRE SCHEDULE) S. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON,CONTRACTOR SHALL CALL CITY N+ PEDESTRIAN SIGNAL HEAD 0 POLE IDENTIFIER TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT(425)430-7423. —► VEHICLE SIGNAL HEAD /� CONDUIT/WIRE NOTE 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. f# SEE WIRE SCHEDULE ON SHEET Elo -61 EMERGENCY PRE-EMPTION DETECTOR OELECTRICAL NOTE MARL SURVEYED: __ E1 `P w lc CITY OF RENTON DUVALL AVE NE DRAWING NO. 1 Fe�oe 7j4, DRAWN BY: MEK PUBUC WORKS DEPARTMENT PROJECT NO. 2141779045 I u m • of'A DESIGN BY: .MEK , - _ - - '- '" TRANSPORTATION DIVISION .Par..ametrix.v. CONFORMED SET CHECK BY: CS - -.".-c_ ELECTRICAL PLAN FED AID NO • �it '"" ""' "" APPrIFF FOR CONSTRUCTION Seote Q' PROJ MGR: CMC i%O 3�ITM AVENUE SE,SUITE IW t _- DATE: ,FEB 2021 4,4 Y•o PUYALLUP,W/.RnNGTVNYW7a BEGIN TO STA 898+50 .w tsfeF G� T.m606 Frm F.20360.1BM °i( ' /��f�� SHEET NO. 68 OF 94 E‘ •a ,„,,, ev:_��-{T�`a DATE: SHEET 1 OF 10 NUMBER REVISION DESCRIPTION BY APP.• DATE -�d7�YAL`� ,,,Ar,„, FILE:PU2141779045-ILdwg a��Au�� f. — ELECTRICAL NOTES: • LL,, A CONSTRUCT IVE LUMINAIRE,POLE AND O OUNDAT ON.SEE LUMINAIRE SCHEDULE ON SHEET E10 W FOR O 0 ® m MORE DETAILS. __ Lu W 3 SLIP RESISTANT LID AT lw FINISHED GRADE IN SIDEWALK. .. .. p pp O APPROXIMATE INSTALL BOX WITH PAD AT tr) C-LINE DUVALL AVENUE NE + 899+00 900+00 901+00 902+00 903 0 — - t — — i — — — — t — — — — I— — — pT REMOVE EXISTING JUNCTION BOX AND REPLACE WITH \\._.._....__..,_—____ Q JUNCTION BOX TYPE 2.REINSTALL CONDUIT AND WIRE N IN JUNCTION BOX.SEE WIRE SCHEDULE. w e A Z V INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX. z - J A- © O EXISTING UTILITY POLE(PSE)AND LUMINAIRE TO ------------------ REMAIN. F �, d < 11 EXISTING LUMINAIRE POLE(CITY)TO REMAIN. ... \�/�\ TIN ( RCUITLT ) EXISTING . N 0 1 12 CONNECT NEW LIGHTING CI Gl IN Q S ©I.}.lS, 0 SERVICE CABINET. `y�ifl,� 14 wt© © REMOVE EXISTING SOLAR POWERED FLASHING BEACON \' z ASSEMBLY AND FOUNDATION.CONSTRUCT NEW ir FOUNDATION PER WSDOTSTD PLAN J-21.10-04 WITH MODIFIED BOLT PATTERN TO MATCH EXISTING POLE AND REINSTALL SOLAR POWERED FLASHING BEACON PLAN d-NASSEMBLY AT LOCATION SHOWN. • SCALE IN FEET PROVIDE TWO,12 COUNT PATCH PANELS AND --- 0ETHERNET SWITCH FOR INSTALLATION IN EXISTING 0 20 40 CONTROLLER CABINET.SPLICE FIBER 1-12 OF THE BLUE ' DE _ • TUBE AND FIBER 13-24 OF THE ORANGE TUBE AND I— INSTALL IN PATCH PANELS.COORDINATE WORK WITH r. 2 �O CITY. J_/.. a r 'l O4 ©f�' T z Lu 22 HT WIRING TO EXISTING ® / ILLUMINATION WIRING IN EXISTING JUNCTION BOX- M Lu I • - oDUVALL AVENUE NE C-LINE _ __ .. .. .. „ . _. ...._ . . o+DO ----- — j-�)904+00 _� - 905+00 906+00 - 907+00 - -I 90. o rn a NLn a) W STA 903+14, w Z -- 14 Z 1 40.0'RT IA. I- 9 t 6 V; �\ 0 � �. 11 • Q ��},q p�R��1ll,,77 • 1 1 1 oe©� -� � 17 ELECTRICAL LEGEND: 0.-.��\ /\--EXSVC 12 PLAN \ SC12212 m O 0 JUNCTION BOXES(WSDOTTYPES 1,2,8) m CONTROLLER CABINET4) GENERAL NOTES: SCALE IN FEET — --' • $--. DECORATIVE ROADWAY POLE AND LUMINAIRE ... SERVICE CABINET ��— 1. THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY.FINAL LOCATIONS 0 20 40 SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. STREET LIGHT ® SMALL CABLE VAULT 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. • TYPE PS SIGNAL POLE POWER POLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. PEDESTRIAN PUSH BUTTON FLASHING BEACON SIGN ASSEMBLY 3. ALL CONDUCTORS FOR SIGNAL HEADS,PEDESTRIAN HEADS,PUSH BUTTONS AND STREET LIGHTS SHALL BE ell SPEED SIGN LABELED IN EACH JUNCTION BOX. SIGNAL POLE 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 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 0 POLE IDENTIFIER TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT(425)430-7423. —► VEHICLE SIGNAL HEAD A CONDUIT/WIRE NOTE 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. SEE WIRE SCHEDULE ON SHEET E10 -IIII EMERGENCY PRE-EMPTION DETECTOR • O ELECTRICAL�CTRI-C NOTE MAR SURVEYED: E2 e wA4ti�cr CITY OF RENTON DUVALL AVE NE DRAWING NO. y ,�5, m� DRAWN BY: MEK U/`v <xy DESIGN BY: MEK ' I PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 ` I har'ametirix;_.' ,_ CONFORMED SET TRANSPORTATION DIVISION �j / CHECK BY. .CS ELECTRICAL PLAN FED AID NO. ,' — APPROVE FOR CONSTRUCTION 380t85 mow¢' PR01 MGR: CMC 101936iN AVENUE SF,%MID6' STA 898+50 TO STA 908+00 DATE: FEB 2021 �,4,f..3,80 y1 Pt1YpLLi1P.WA6NtNGiON 9&1Ia f SSI E;`�� T.253 fiDa 4600 F.2..16t49 f,.%i) DATE:��/(� NUMBER REVISION DESCRIPTION BY APP. DATE .� �,„„,, FILE:PU2141779045-IL.dwg :. ,„—..6a.am I ev: �/, SHEET 2 OF 10 SHEET NO. 69 OF 94 F Q O 0 ELECTRICAL NOTES: w ......._....=:7. .. CONSTRUCT DECORATIVE LUMINAIRE,POLE AND - w fl „ ._ .......__ , -... -- ------------ • • ?... O FOR MORE DETAILS.LUMINAIRE SCHEDULE ON SHEET E10 FOUNDATION.SEE N ,,` - �� 03 O INSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT _ 'w 9 20 10 10 i w FINISHED GRADE IN SIDEWALK. VI v) O ...... ..... ....-. -._..._ :: ... M„ LOCATION SHOWN,PTALL JUNCTION OER COR STD PLAN 120X WITH PAD AT 0XIMATE C-LINE ;; . O 4 INS 00 +00 909+00 / 910+00 911+00 912+00 913 rmf O INTERCEPT EXISTING CONDUIT AND ROUTE INTO NEW QOl - - —+- - - * - f - -I. - - - ..4._______ - -—I— - - I- - - I- - -I - - --f - - cn JUNCTION BOX. H I— EXISTING UTILITY POLE,LUMINAIRE AND GUY WIRE TO (I) DUVALL AVENUE NE 10 BE REMOVED BY UTILITY COMPANY,SEE SITE wLu z z PREPARATION SHEETS. J -- .. - 0EXISTING LUMINAIRE POLE(CITY)TO REMAIN. I . . ,..._.. ._. .._._..-....._....... ......- �_;:�'..""". .. .__.. ..... ......_...._... ...... ......_._._ - - _ —1--- INSTALLSMALLCABLEVAULTPERWSDOTSTDPLAN Q J-90.21-01 AT APPROXIMATE LOCATION SHOWN. 19— REMOVE EXISTING JUNCTION BOX. PROTECT NG FLASHING BEACON BLY AND PLAN AN, 20 CONNECT TO NIEW JUNCTION BOX ADJACENTITO POLE.SCALE IN FEET � 00 20 40 MI 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 SC066. r` \', cr ® w O �� _—_ �� LULU w V) LWl0 \_)\ w VI d 0' N O .. + _ .. ..... . .... ...... CLINE O ' ‘�—I +00 914+00 915+00 916+00 917+00 °- 918 0+0 co — — — - t — — —I. — — I — — I — i — 'I' I— �` . —j — — I — — I — — ei — Q - - -.DUVALLAVENUE.NE .. a... N. w Z w Z A\._ 24 o 2 a vs A- *J0 A 00 161© *I 3 PLAN SCALE IN FEET ELECTRICAL LEGEND: 0 20 40 CC In LI JUNCTION BOXES(WSDOTTYPES 1,2,8) C7CI CONTROLLER CABINET GENERAL NOTES: 4--* DECORATIVE ROADWAY POLE AND LUMINAIRE ¢. SERVICE CABINET 1. THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY.FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. STREET LIGHT DM SMALL CABLE VAULT 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. • TYPE PS SIGNAL POLE POWER POLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. PEDESTRIAN PUSH BUTTON 40E FLASHING BEACON SIGN ASSEMBLY 3. ALL CONDUCTORS FOR SIGNAL HEADS,PEDESTRIAN HEADS,PUSH BUTTONS AND STREET LIGHTS SHALL BE _ -, ._ SIGNAL POLE lI RADAR SPEED SIGN LABELED IN EACH JUNCTION BOX. 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. • • c-.. 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 0 POLE IDENTIFIER TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT(425)430-7423. -► VEHICLE SIGNAL HEAD n CONDUIT/WIRE NOTE 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. /9\ SEE WIRE SCHEDULE ON SHEET E10 ♦ EMERGENCY PRE-EMPTION DETECTOR 0i IJ y ELECTRICAL NOTE v 'silt.R/ SURVEYED: DUVALL AVE NE DRAWING NO. of""as. DRAWN , q' -- DRAWN BY: MEK- CITY OF RENTON E3 ,s, I R. o DESIGN BY: MEK PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 COIoiFORWIED SET TRANSPORTATION DIVISION FED AID NO. A+ CHECK BY: CS APPROVED FOR CONSTRUCTION ELECTRICAL PLAN acute +oi9:,vTewvas,ue SE.wire,ao DATE: FEB 2021 f e v 45. PROD MGR: CMC ruvuum.ws4wNGro49u 5 %/ / STA 908+00 TO STA 918+00 2'CISf4:AF' T.:5300.1 6000 F.25..6159 NUMBER REVISION DESCRIPTION BY APP. DATE '4Sl A•'<'�+ ,, FILE:PU2141779045-IL.dwg ...nrmo..�: BY: t' 'V SHEET NO. 70 OF 94 7 DATE:__ SHEET 3 OF 10 ;' ( ELECTRICAL NOTES: • ; '` 'i, H I O CONSTRUCT DECORATIVE LUMINAIRE,POLE AND FOUNDATION.SEE LUMINAIRE SCHEDULE ON SHEET E10 / !^ SEE SHEET E6 © FOR MORE DETAILS. w Z �l O` FA O ELECTRICAL CONSTRUCT N BOX,CONCRETE PAD PER COR STD PLANS 119 w 3 r•; 0 O w „ . :< 3 -' '1 A ©12111 AND 120. i _ ��--�,_� / '"w _- Zi:7- P C'I 3 INSTALLJUNCTION BOX WITH SLIP RESISTANT LID AT i w --r --�--- '� - ,.......,. .- - � = i/4 ?y O FINISHED GRADE IN SIDEWALK. N 0 ' • EX SVC %T O INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE 00 1 A n-, __ '.z- SC066 ''-O '- - -- _ -__ ___-_ -._ m LOCATION SHOWN,PER COR STD PLAN 120. - . . 3 w 10 + ' \ I 1 - U O INTERCEPT EXISTING CONDUIT AND ROUTE INTO NEW 00 ' ' , ..._ CLINE 5 JUNCTION BOX- 922 90 a 920+00 -- _ . .. . .-.. - _ A 3g+'LT Q+00 919+00 \ — — _ 921+00 _ --- O REMOVE EXISTING LIGHT STANDARD,FOUNDATION ST \ O F— — — + — — I — %— I a limo-- im — > i —I — — I i 922+00 O N \ — — — — — 923 N AND ADJACENT JUNCTION BOX.SALVAGE LIGHT w STANDARD TO CITY. \ 4 rn e \ a DUVALL AVENUE NE L 13 REMOVE AND SALVAGE EXISTING RADAR SPEED LIMIT _ to O SIGN FROM EXISTING STREET LIGHT STANDARD.ATTACH 1 AND INSTALL NEW SOLAR POWERED RADAR SPEED ©II \ F- 24 __P .. ... ....... . .. Z LIMIT SIGN TO NEW STREET LIGHT STANDARD. -- i �``P_ "' ,<- "" 2 REMOVE EXISTING SOLAR POWERED FLASHING BEACON i .:.:r..�., - .. .,..;; -�\ �� •.;.:': ': ..,/.y..., .. ... ... -...,. .. ...... ...._...,.._.. ASSEMBLY � ION.CONSTRUCT 3 / '',,,xa< LASHING BEACON FOUNDATION PER WSDOT STD LAN>- F NDATI N P 3 Q : a NL ! AND REINSTALL SOLAR POWERED F HJ Q 21.1004WITH � EXISTING POLE 3 L17 1 A- PLAN G ASSEMBLY AT LOCATION SHOWN. 12 SCALE IN FEET `�•��i d�� 15 INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN 0 20 40 J-90-21-01ATAPPROXIMATELOCATIONSHOWN. , _ 16 REMOVE EXISTING ILLUMINATION AND RADAR FEEDBACK SIGN CIRCUIT WIRE AND USE CONDUIT FOR ' NEW FIBER. 3l© 3 3 3 5 1 OO LIJ Li' / A I © ® 2 �I© ,� 1 ' 3 2 w iL_n . .- . w I li T LU O �--- 3 7� ." 8 - O • ci , CLINE 925+00 — —I — — — — — ;.... 924+00 926+001927+00 DO _ — +-- — DUVALL AVENUE NE v~i a w 1- EX SVC Z w SC067 -j ... . . _ Y PLAN (4) . - SCALE IN FEET . ELECTRICAL LEGEND: o zoo 40 ID CI 0 JUNCTION BOXES(WSDOT TYPES 1,2,8) m CONTROLLER CABINET GENERAL NOTES: 1. THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY.FINAL LOCATIONS }HI( DECORATIVE ROADWAY POLE AND LUMINAIRE F9 SERVICE CABINET SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. STREET LIGHT LISM 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. • TYPE PS SIGNAL POLE POWER POLE 3. ALL CONDUCTORS FOR SIGNAL HEADS,PEDESTRIAN HEADS,PUSH BUTTONS AND STREET LIGHTS SHALL BE PEDESTRIAN PUSH BUTTON . . 'fue FLASHING BEACON SIGN ASSEMBLY LABELED IN EACH JUNCTION BOX. SIGNAL POLE F{i RADAR SPEED SIGN 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. • SIGNAL POLE W/LUMINAIRE ---- CONDUIT(SEE WIRE SCHEDULE) 5. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON,CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT(425)430-7423. - PEDESTRIAN SIGNAL HEAD 0 POLE IDENTIFIER 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. -► VEHICLE SIGNAL HEAD CONDUIT/WIRE NOTE A SEE WIRE SCHEDULE ON SHEET E10 -■ EMERGENCY PRE-EMPTION DETECTOR OELECTRICAL NOTESURVEY C�I MAR/ DRAWNeo: DUVALL AVE NE DRAWING NO. E4 /mow C w^��C! BY: MEK,,,,, ,,, I CITY OF RENTON 7p y i• Cz T DESIGN BY: MEK = - PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 1 x TRANSPORTATION DIVISION FED AID NO. - "Parainetrix- CONFORMED SET CHECK BY: CS ELECTRICAL PLAN APPROVENCOR CONSTRUCTION sumo /4 1919 J9TH AVENUE SE SUITE 1W DATE: FEB2021 RE Eo PROD MGR: CMC rinuwr,waswec o BUMSTA 918+00 TO STA 928+50 may.eta£K G\ i 2SJG619000 9.. Aifii99 ,`,j �J SHEET NO. 71 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE �a sib M,P-,,,, FILE:PU2141779045-IL.dwg wrm:.:;•�: BY:/ DATE:Z�6 •^i SHEET 4 OF 10 -� 2 ir` GENERAL NOTES: ELECTRICAL NOTES: ro \ /" + • u2. p 1. THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY.FINAL LOCATIONS O INSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT ir ir V , SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. FINISHED GRADE IN SIDEWALK. • �e S '• INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE e F� - 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. O LOCATION SHOWN,PER COR STD PLAN 120. 16CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. A- i l O7 INSTALL NEW CONDUIT INTO EXISTING(UNCTION BOX. tit" G \ 3. ALL CONDUCTORS FOR SIGNAL HEADS,PEDESTRIAN HEADS,PUSH BUTTONS AND STREET LIGHTS SHALL BE - i• LABELED IN EACH JUNCTION BOX. EXISTING UTILITY POLE(PSE)AND LUMINAIRE TO # lot 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. O REMAIN. • r 5. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON,CONTRACTOR SHALL CALL CITY 16 REMOVE EXISTING ILLUMINATION AND RADAR SIGN / * TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT(425)430-7423. CIRCUIT WIRE AND USE CONDUIT FOR NEW FIBER. 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. 18 IN EXISTING TA-25 VAULT,SPLICE FIBER PER DETAIL 1, W e.�.r�e/ O THIS SHEET.COORDINATE WORK WITH CITY. 19 REMOVE EXISTING JUNCTION BOX. "1 COYOTE SPLICE ENCOSURE: LEGEND: W a --_-- ---- DISCONNECT EXISTING RADAR SPEED SIGN CIRCUIT H A EXISTING FIBER --- EXISTING FIBER CONNECTION 21 WIRE AND REMOVE WIRE FROM EXISTING SERVICE. p - ROUTE FIBER THROUGH SERVICE CABINET FOR t3 00 1 96 COUNT(N.1ST&WELLS)-FIBER 7-12 •__-_ PROPOSED FIBER SPLICE(BY CONTRACTOR) CONNECTION AT TA-25 VAULT AT NE CORNER OF -FIBER 37-42 INTERSECTION. - --F—_ _ 92�Q0 C-UNE -- - i CUT AT EXISTING SPLICE(BY CONTRACTOR) —III I 63 DUVALL AVENUE NE a ~ �_--1 929+71 7____ _ y 36 COUNT(HAZEN HIGH SCHOOL) Q 4111P1 I --- -FIBER?-? W A ! I F- -FIBER 25-30 z , a I I I • —T 36 COUNT 1-6(SUNSET&DUVALL SIGNAL CABINET) U P I L- -FIBER 7-12 I 72 COUNT(RENTON SCHOOL DISTRICT) • I--- -FIBER?-? •` t4 P A • 24 COUNT(DUVALL&215T) �___P • -FIBER 1-6 0 +MM' P .0 -FIBER 7-12 P_-' CONTRACTOR INSTALLED FIBER ` 72 COUNT(FIBER 1-24 SIGNALS,FIBER 25-48 CITY NETWORK,FIBER 49-72 FUTURE USE) 11 -FIBER 1-6 • -FIBER 7-12 dF a { -FIBER 25-30 Ili 4 t TA-25 VAULT FIBER MODIFICATIONS .b didiftlikhdifk. 4 A4DETAIL /T, • 18 NO SCALE - PLAN 4.---.-87 , SCALE IN FEET di k. 0 20 40 4 --� 06,,L--A , 4 a G G G G G G G G ELECTRICAL LEGEND: 0 x r 0 JUNCTION BOXES(WSDOT TYPES 1,2,8) m CONTROLLER CABINET Op-)II( DECORATIVE ROADWAY POLE AND LUMINAIRE ® SERVICE CABINET 4 441/4 STREET LIGHT ® SMALL CABLE VAULT • TYPE PS SIGNAL POLE POWER POLE PEDESTRIAN PUSH BUTTON flakFLASHING BEACON SIGN ASSEMBLY DUVALL AVENUE NE SIGNAL POLE 41 RADAR SPEED SIGN c14} SIGNAL POLE W/LUMINAIRE ---- CONDUIT(SEE WIRE SCHEDULE) - -.'► PEDESTRIAN SIGNAL HEAD 0 POLE IDENTIFIER PLAN • VEHICLE SIGNAL HEAD A SEE WIRE SCHE NOT (IN SEE WIRE SCHEDULE ON SHEET E10 SCALE IN FEET -. EMERGENCY PRE-EMPTION DETECTOR OELECTRICAL NOTE 0 20 40 `��` M��c! — DRAWN BY: MEK DUVALL AVE NE DRAWING NO. CITY OF RENTON ES �' 0. PROJECT NO. 2141779045 v h .• S. DESIGN BY: MEK PUBLIC WORKS DEPARTMENT 'F TRANSPORTATION DIVISION ■ Parametrix CONFORMED SET ELECTRICAL PLAN FED AID NO. CHECK BY: CS DATE: FEB 2021 APPROVE FOR CONSTRUCTION ae°18 �, PRW MGR: CMC 1U19NTH" yE.s�'WOIA ) STA 928+00 TO END AND BEGIN TO STA 52+60 •oF Rf_C15TEKi� Puvul�w.W,�sni�uiaH ew>� L E, \ ' *F,...wens 7/� 2I SHEET NO. 72 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE ��pN��iE o,µ,.w„ FILE:PU2141779045-IL.dwg T 2535.�o-.� BY: DATE: SHEET 5 OF 10 NOTES (1) MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. % 1'-0"MIN.TO 2'-6"MAX.FROM FOR TYPE N MOUNTS ONLY,DRILL 1"DIA.HOLE IN MAST ARM AND INSTALL POLE CENTERLINE TO SIGN EDGE PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. GENERAL SIGNAL NOTES: ® FOR POST MOUNTED SIGNS THERE O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM SHALL BE 2'-0"MIN.FROM THE FACE VALUES LISTED HERE: SIGN HEIGHT WIDTH AREA OF THE CURB OR THE EDGE OF THE 1. CONDUIT IS SHOWN SCHEMATICALLY.ALL SIGNAL AND SHOULDER TO THE EDGE OF THE SIGN ILLUMINATION WORK SHALL BE CONSTRUCTED AND LEGEND b 3.0 FT N/A 7.5 SQ.FT. INSTALLED WITHIN CITY RIGHT OF WAY. ----.._..___. _._......__ c 3.0 FT N/A 36.0 SQ.FT. a.VEHICLE DISPLAY f- LUMINAIRE LUMINAIRE MAST 2. PROPOSED CONTROLLER CABINET,SERVICE CABINET ARM XYZ(FT3) e N/A 3.0 FT 15.0 SQ.FT. AND JUNCTION BOXES ARE SHOWN TO SCALE ON THIS b.MAST ARM MTD.SIGN g. PEDESTRIAN DISPLAY MAST ARM 3 SHEET ONLY. XYZ(FT3) c.STREET NAME SIGN h. TERMINAL CABINET LENGTH LUMINAIRE,MOUNTING .ifi. 6' 19.8 AND SHROUD PER CITY OF C ,. d.PRE-EMPT DETECTOR i. APS PPB-M 8' 26.4 RENTON STANDARD PLANS 117.1 AND 117.3- "'- e.POST MTD.SIGN j. HANDHOLE 10' 33.0 �[ MEASURE ATTACHMENT POINT ANGLES CLOCKWISE STANDARD STANDARD PLAN REFERENCES ' 12 39.6 "� FROM POLE ORIENTATION LINE(El ATTACHMENT TYPE POLE FOUNDATION ---------- 14' 46.2 / 1 ELECTRICAL - POINT)TO THE ATTACHMENT POINT LOCATION 16' 52.8 STANDARD CURB "" FIXED J-20.10 J-20.10 J-20.10 0 2 1 PPB..__...._. Bl E2 BREAKAWAY ::: 1-20.15 J-21.10 4 1-20.20 - I) -- B9 i2 -- --.._.__- _.._ B10 -(... . Bll E2 _. I 1-21.1s J-21.10 1-21.20 a _ ' 1 C) ........ O II,Ill,SD N/A 1 26 15 N/A N/A a a b -I __...... C L �o _ 44 I -- ---- - a - ? E 1 A2 1 V. I�11 . 1 i ATTACHMENT ' W 1 0• 180• ', POINT I a '� ALL HANDHOLES AT 180^ El 2 FROM El I I OR POLE ORIENTATION LINE �.- . ANCHOR BOLT PLATE SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY 2 O (El ATTACHMENT POINT) O O - MIN. MAX. H I H 4 LOCATION STATION e G o'' ' a HORIZONTAL DISTANCE FROM STOP LINE ALL 40' 45' 50' 53'-180' 2 h 1 _! L Al POLE ORIENTATION ,, 0, 17 1 • 1 ANGLE(P.O.A.) I 3 SECTION 12" __ DEGREES CLOCKWISE FROM --1 ; 7� ■ 1 16.5 17 5 19 2 20 9 22.0' g g G OFFSET LINE TO POLE �- - 5 SECTION CLUSTER 12" ORIENTATION LINE g ig g I 4 SECTION 12" 16.5 17 0`18 0 19 7 20.8' ( I 1 (El ATTACHMENT POINT) S SECTION 12" 16.5' 17.0'117 5 18.5' 19.6' a 1 1 MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY I IH h FI -' POLE ORIENTATION AND ( - �- 1 ATTACHMENT POINT DETAIL I ELEVATION IS TO TOP OF FOUNDATION V ito- o TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER,OR SIDEWALK,WHICHEVER IS HIGHEST.- y ' t+ C o 8 o to y A I 1 1 A I ( CURB OR EDGE OF SHOULDER 11 74 03 NOTE: ROADWAY -� I I 1 ► 1 1 1 TYPE E MOUNTS SHALL BE USED FOR © 6O VI- J PEDESTRIAN DISPLAYS ON TYPE II OR III SIGNAL • ' STANDARDS,WITH THE FOLLOWING EXCEPTION: -.. LIMITS OF VERTICAL CLEARANCE PEDESTRIAN DISPLAYS MOUNTED ON T . 1 T , . , ► 1 ,,- , 1 TYPE II,III&SD OCTAGONAL(8 SIDED)SIGNAL STANDARDS AT AN TYPE PPB TYPE PS TYPE I SIGNAL STANDARD ANGLE OTHER THAN A 45 DEGREE INCREMENT PPB POST PED.HEAD VEHICLE HEAD O PLACEMENT SHALL BE 2'-0"MIN.FROM FACE OF CURB OR EDGE OF SHOULDER; SHALL USE A TYPE A MOUNT FOR TWO STANDARD STANDARD <>DMS OR VMS IS NOT 3'-0"MIN.FROM FACE OF GUARDRAIL; PEDESTRIAN DISPLAYS,OR A TYPE B MOUNT FOR ALLOWED ON THESE POLES. 4'-0"MIN.FROM CONC.BARRIER TYPE 2(MEASURED FROM A POINT WHERE THE A SINGLE PEDESTRIAN DISPLAY. .3'-6"MEASURED FROM SIDEWALK SURFACE TO BARRIER BASE MEETS THE SHOULDER SURFACE(TOE).MEASUREMENT TAKEN CENTER OF PEDESTRIAN PUSH BUTTON FROM TRAFFIC SIDE OF BARRIER;TO FACE OF POLE) SIGNAL STANDARD DETAIL CHART MOUNTING MAST SIGNAL MAST ARM DATA LUMINAIRE CALCULATED g FOUNDATION SOIL FOUNDATION DEPTH STD. FIELD LOCATION POLE 3 (POLE ATTACHMENT POINT ANGLES de .) BEARING (Fr)NO. TYPE HEIGHT(FT) ARM -OFFSETS(FT)(Z)(POLE f TO ATTACHMENT POINT) WINDLOAD AREAS(FT2)(X)(Y) ARM(FT) POLE XYZ(FT DESIGN XYZ REMARKS PRESSURE1 X STATION OFFSET LT. RT. ELEV.* P.O.A. Al A2 LENGTH 81 1 B2 B3 B4 B5 B6 87 B8 89 810 11311 B1 B2 83 B4 B5 B6 87 88 1 09 810 B11 C ** D E1 I E2 F I G1 G2 H I J I (FT) 3'RD ALTERNATE3'SQQ 4'RD 1 919+91.4 39.0 X 0° III 17.5' 35.0' 35.0' 32.5 26.5 20.5 23.5 I 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 I- 490° 1 1 2500 RELOCATED EXISTING POLE(1) I I ' *ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY **CALCULATED POLE XYZ(FT3)IS THE SUM OF THE TOTAL XYZ(FT3)FOR (1) ANCHOR BOLTS FOR NEW FOUNDATION TO MATCH ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS. THE SIGNAL ARM AND THE XYZ(FT')FOR THE LUMINAIRE ARM(IF PRESENT). EXISTING SIGNAL MOUNTING *** PER GEOTECH REPORT,TABLE 2 MAR/ SURVEYED: ,c.*�P e� CITY OF RENTON DUVALL AVE NE DRAWING NO. E7 A- 4,of '�li C DRAWN BY: MEK PROJECT NO. 2141779045 a - o PUBLIC WORKS DEPARTMENT -f xM DESIGN BY: MEK Parametrix CONFORMED SET TRANSPORTATION DIVISION FED AID NO. I- ` CHECK BY. CS �{ APPft ED FOR CONSTRUCTION SIGNAL POLE DETAILS-NE 12TH ST HAWK sepia 2 rs%1N AVENUE u SUITE r00 F DATE: FE82021 `r .w PROD MGR: CMC rvALLUP WASHI --,i, - �'"e� h'?STe ��" ...0,Ala r z+�r w.rr %�; 7 f(Lf�� SHEET 7 OF 10 SHEET NO. 74 OF 94 _A7,.ytiws �.,,.: g ,,,,�..o-,W,:,,�„ sr DATE:_1_.._._.- NUMBER REVISION DESCRIPTION BY APP. DATE V`'7pNAL ET'C' FILE:PU2 14 17 79045-IL.dw - SHIM TO PLUMB n_._........_...... FRONT SEE NOTE 2 SIDE 3/8"DIAMETER PLASTIC DRAIN(ONE �1 SHIM TO PLUMB PER CABINET) BACK < #4 HOOPS(EQUAL BACK FRONT � SPACES) • SEE:oTE 2 w ^ z EXISTING -41 1/2"CHAMFER �+ RELOCATED TYPE"STRETCH M"TS2, _1'-2"HORIZ._ t'A 1 + TYPE 1 TRAFFIC CONTROLLER CABINETlil 11 111 W1 I, REINFORCEMENT BAR DIAGRAM ELEVATION VIEW RELOCATED ELECTRICAL SERVICECABINET AND BACKUP POWER SUPPLY 4 PIECES CABINET(MOUNTED ON BACK OF #4 HOOPS , ELECTRICAL SERVICE CABINET) #4 HOOPS DRAIN DIAMETER PLASTIC DRAIN(ONE PER CABINET) 3/8" /�� SEE NOTE 7 1 FRONTIiill BAC MillK ` FOUNDATION SUBSTITUTES AS +Ia IIII' .• �� r 1+ PEDESTRIAN CURB.CONSTRUCT TO ,_,� �Na.•:�4� z x MATCH RADIUS AT BACK OF RAMP. o� _•NL "(�JaC: LL 1 W 1■1= �• BIN o SEE NOTE 4(TYP) `� - - 6 ISOMETRIC VIEW FRONT SEE NOTE 4(TYP) NOTES: 1. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE 3-#4 REINFORCEMENT BAR REQUIREMENTS OF SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. (EQUAL SPACING) 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. 6 WIDTH+1" 24" WIDTH+1" 18" 5. CONCRETE SHALL BE CLASS 3000. -• " 6. 2"CONDUIT SHALL BE PLACED FROM THE BBS TO THE CONTROLLER CABINET,AND FROM THE BBS CONTROLLER SERVICE/ TO THE CONTACTOR CABINET. CABINET BBS 7. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS. PLAN VIEW COMBINATION TRAFFIC CONTROLLER/BBS/ELECTRICAL SERVICE CABINETS FOUNDATION SIDEWALK AREAS 1 ROADWAY AREAS DETAIL (T1 I NO SCALE HMA 1 1 v a CSTC z cz g 12"MiNJ L12'MIN to EXISTING SUBGRADE 1 i (11�ft• UTILIZE NATIVE BACKFILL OR CSTC }01..I 'in: AIIMAM, WHERE NATIVE IS UNSUITABLE AND 1 moot t AS DIRECTED BY THE ENGINEER lerc� ILLUMINATION AND SIGNAL FIBER OPTIC ��'��'� /i,�i. i CONDUIT(S)PER PLANS CONDUIT(S)PER PLANS 2" 2" 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 AND SIDEWALK REPAIR DEPTHS AND MATERIALS. ELECTRICAL TRENCH DETAIL n NO SCALE IAA SURVEYED - CITY SE DUVALL AVE NE DRAWING NO. ,....4Ct —� oF*kwi DRAWN BY: MEK CITY OF RENTON E 8 PROJECT NO. 2141779045 PUBLIC WORKS DEPARTMENT U y s $'XV DESIGN BY: MEK TRANSPORTATION DIVISION FED AID NO. f CHECK BY CONFORMED SET ELECTRICAL DETAILS DATE: FEB 2021 h / APPROVE OR CONSTRUCTION �eoNa PROJ MGR. CMC +","ISM AVENUE SE.wire 100 ••. ,.7344E /F' vurw.w,WesNmwrm+ven4 _ SHEET80F10 SHEET NO 75 OF 94 r n' ""r zse w."erae -4.� -. ...._._ DATE:L.TT..: �S57aNAl.¢�' x,,,,, FILE:PU2141779045-ILdwg BY:NUMBER REVISION DESCRIPTION ;Sy nr.n ::A [ ice.-. � . W"'�^WSN"O"�" _ TABLE 1.HEIGHT OF RECTANGULAR SECTIONS S. HAFT C SHAFT WALL ELEVATION AT TOP OF HEIGHT OF f SEE WDl LIGHT ELEVATION AT TOP OF SOILORLANDSCAPINGFEATURE r I RECTANGULAR RECTANGULAR TOPFOUNDATIONSHAFTI SEE tS SHEETS q-0"MIN(SEE PLANS) I I ' %8"PREMOLDED �� SECTION CIRCULAR SECTION SECTION TOP OF RECTANGULAR SECTION JOINT FILLER 104 431.89 428.91 3'-0" SEE TABLE 2 FOR ELEVATION �� ' A SEE TABLE 1 FOR ELEVATION n L Iy I` . - LOS 432.70 430.67 2'-0" i - ! LO8 437.70 434.62 3'-0" tt . r a ' 4 . i'-0" I L10 437.71 435.68 2'-0" WALL e IB i. ) . IT SEE WD1 • _ !yea Q aa + /� :, ,. ., a • ° I• fzll -- RECTANGULAR TABLE 2.FOUNDATIONELEVATION AND SIDEWALK COORDINATION SHAFT LEVATION NATION • • 1111= SIDEWALK =1- n - Q SIDEWALK -, I ------ °I LIGHT _ _ �,IP SECTION n ®sue =v %ice - 1 Il= �101111-_L J POLE TOP OF SHAFT BOTTOM OF SHAFT COMMENT(S) 1 J�if .- • �' LO1 425.16 420.16 SEE DETAIL l - -- / Q `- '//.,_ _ J "° °I, TOP OF CIRCULAR SECTION �IW /� �'��\\ L02 426.53 421.53 SEE DETAIL 3 --- j`r-' /� n C _-.. ( • SEE TABLE 1 FORQ Q =W , _L03 431.41 422.01 SEE DETAIL 1 1f ELEVATION ~ i fit_.. f- �� )- , " " ,a • L04 431.89 423.92 SEE DETAIL 2 Hoff \ •, LOS 432.70 425.68 SEE DETAIL 2 4, n � (L e I -' L06 433.64 428.64 SEE DETAIL 3 • WIDTH (e 4,4 u PLAN Z A• < •'I/ \ OPTIONAL V�-n-.r �/ � 9=11=11 107 434.28 429.28 SEE DETAIL 4 EXISTING GRADE VARIES! VARIES ..,._> EXISTING GRADE VARIES L 1f il- CIRCULAR CONSTRUCTION io -J1_IL L08 437.70 432.70 SEE DETAIL 2 JOINT _8= SECTION i =1 BEYOND LO9 438.67 430.10 SEE DETAIL 1 /'�! ° ICE L10 437.71 430.67 SEE DETAIL 2 `(r If Lii 439.19 431.49 SEE DETAIL BOTTOM OF FOUNDATION SHAFT a , I° L12 437 70 432.70 SEE DETAIL 3 SEE TABLE 2 FOR ELEVATION I� BOTTOM OF SHAFT ,_• - SOIL OR LANDSCAPING L13 433.96 425.14 SEE DETAIL 1 __....., ...1....... ........ [_ 1 • SEE TABLE 2 FOR ELEVATION FEATURE SEE LS SHEETS PLAN L14 431.74 422.82 SEE DETAILI f L15 430.94 420.44 SEE DETAIL 1 L16 427.47 417.90 SEE DETAIL 1 DETAIL DETAIL L17 425.21 415.35 SEEDETAIL1 1"=2' - 1"=z' - 118 419.08 414.08 SEE DETAIL4 119 416.19 411.19 SEE DETAIL 3 L20 414.21 409.21 SEE DETAIL 3 L21 41L93 406.93 SEE DETAIL 1 L22 410.64 403.68 SEE DETAIL 3 123 406.83 401.83 SEE DETAIL 3 FINISHED GRADE --SOIL OR LANDSCAPING FEATURE L24 405.47 400.47 SEE DETAIL 3 • 4'-0"MIN(SEE PLANS) _ S.SHAFT / VARIES SEE LS SHEETS L25 405.28 400.28 SEE DETAIL 3 SIDEWALK -- NOTES: _- ------- If=1= a1�- R= PTIMf'-'R ��- TOP OF SHAFT ."• 1171:�8..-...:�11 r11 .1 1. SEE LUMINAIRE SCHEDULE,SHEET Ell FOR LIGHT POLE STATION AND OFFSET. --- SEE TABLE 2 FOR ELEVATION 1 _ L 2. BOTTOM OF SHAFT ELEVATIONS ARE BASED ON A 5 MIN.LENGTH.SEE SHEET Ell. "• 11: _ _ __ / ,n e. _ 3. FOR LIGHT POLE FOUNDATION AND LIGHT POLE BASE CONNECTION DETAILS,SEE CITY OF RENTON STANDARD PLAN 117.1,DATED S/19/15(NOT CURRENT VERSION-SEE I -- , • 1 . DETAIL SHEET IN APPENDIX IN SPECIAL PROVISIONS).. / . tl` EXISTING GRADE VARIES •• 4 4'-0"MIN(SEE PLANS) ..- S.SHAFT JUNCTION l'p" BOX SIDEWALK_., MAX SOIL OR LANDSCAPING FEATURE ��'� TOP OF SHAFT SEE LS SHEETS • --__.� , SEE TABLE 2 FOR ELEVATION i• '° , BOTTOM OF SHAFT ,,. ► ` ,...._ �,.�.. -. 41, .° • J I- i SEE TABLE 2 FOR ELEVATION •• "� ,� a1.) ' 1 LUMINAIRE CONCRETE PAD . PER CITY OF RENTON 4. / " 3'-0' STANDARD PLAN 120. i + EXISTING GRADE VARIES�7 , , 4 ' ` , = DETAIL ( PLAN - __.> / �s% , I .a ° BOTTOM OF SHAFT j I SEE TABLE 2 FOR ELEVATION I I iti PLAN DETAIL 1"=2' AA "tAlt w EC SURVEYED: CCU ^� DUVALL AVE NE DRAWING NO. E9 a/< r ''pro, - DRAWN BY. APM CITY OF RENTON 71L%I y PUBLIC WORKS DEPARTMENT PROJECT NO. 214177904S 4 I DESIGN BY: APM Parametrix CONFORMED SET TRANSPORTATION DIVISION FEDAIDNO. reels CHECK BY: CS APPROVE FOR CONSTRUCTION e LIGHT POLE FOUNDATION&SIDEWALK DETAILS DATE: FEB 2021 "?e: [10 0' 1019 J9t11.VEMIE F.E.51.1E rro i.--/,JF_ l PROJ MGR: CMC Pu.nuw.wnsu>x;ro"9wr, '�� / SHEET 9 OF 10 T 159 F.M.f 1519W fi)fM , NUMBER REVISION DESCRIPTION BY APP. DATE ,,,,.,,,, FILE:PU2141779045-IL-E10.dwg,...*.c^ BY q-Y" 'Ll�il' _. GATE:7��!'� SHEET NO. 76 OF 94 WIRE SCHEDULE LUMINAIRE SCHEDULE RUN NO CONDUIT VEH. POD. PPS EVP ILLUMINATION FLASHING FIBER SERVICE SIGNAL SPARE NOTES POLE It APOLEID TYPE HEAD HEAD BEACON POWER POWER 5C 5C 2C/S 3CB SVCSC354 SVC SC122 SVCSC066 72 ,P'�, SERVICE CIRCUIT STATION OFFSET POLE AND FIXTURE NUMBER • EX CIRCUIT CIRCUIT LTGI CIRCUITA aacurteO LO1 SC122 LTG1 892+41.0 39.5'RT LED ROAD/120W/TYPE 3 D r --- 1 - ------ -- 1 r I- 2X#e U32 SC122 LTG1 893+61.1 40.5'RT LED ROAD/120WJTYPE3 -- L03 SC122 LTG1 894+61.6 41.0'RT LED ROAD/120W/TYPE 3 2 r 2X08 3 2• 2 x#8 - L04 - SC122 LTG1 896+02.4 39.5'RT LED ROAD/120W/TYPE 3 .. 4 r 2 x#s LOS SC122 LTG1 897+23.7 39.5'RT LED ROAD/120WAYPE 3 5 r 2 X#8 2 X#8 L06 SC122 LTG1 900+44.8 39.8'RT LED ROAD/120W/TYPE 3 6 EX 2' --_- 2 X#B L07 SC122 LTG1 901+90.3 39.5'RT LED ROAD/120W/TYPE 3 7 EX 3' - 1 INCL EX 24CT&36CT SMFO LO8 SC122 LTG1 903+27.6 39.5'RT LED ROAD/120W/TYPE 3 8 EX 2" 2X#8 ....._._.. L09 $C354 EX 904+16.2 40.1'LT LED ROAD/120W/TYPE 3 9 EX r 1 (1) L10 SC122 LTG1 904+91.4 39.5'RT LED ROAD/120W/TYPE 3 L11 SC354 EX 905+66.6 39.5'LT LED ROAD/120W/TYPE 3 11 EX 4' 1 INCL EX 24CT&36CT SMFO --_. - _ ___. - __ - .__..___ _-.___ _ I - Lit SC122 LTG1 906+10.3 47.8'RT LED ROAD/120W/TYPE 3 12 EX 2' --- 13 EX r t t L13 SC066 B 913+46.7 39.5'RT LED ROAD/120W/TYPE 3 14 EX 2' 2 1 1 -- i L14 SC066 B 914+66.7 39.5'RT LED ROAD/120W/TYPE 3 15 2• 2 2 2 - L15 SC066 8 915+86.9 39.5'RT LED ROAD/120W/TYPE 3 16 2• 2 1 _ L16 SC066 B 917+06.8 39.5'RT LED ROAD/120W/TYPE 3 inf 17 3' 2 1 L17 SC066 B 918+25.9 39.5'RT LED ROAD/120W/TYPE 3 18 EX 3' 3 X#2 (4) .- .___..__._......- - __..._.__._ -_._. .._ __..._-__ L18 SC066 B 919+41.5 35.6'RT LED ROAD/120W/TYPE 3 19 r 2 X#8 ._ .........____._. 119 SC066 B 920+81.3 39.5'LT LED ROAD/120W/TYPE 3 20 EX r 1 L20 SC066 8 921+74.9 39.5'LT LED ROAD/120W/TYPE 3 21 EX r 2 X#B ......__._..._._._._.... -1--- - .. 22 2' 1 1 __ __...._- _____...-- L21 SC066 B 922+79.8 39.5'LT LED ROAD/120W/TYPE 3 23 EX r 1 i INCL.EX 24CT&36CT SMFO L22 SC066 B 924400.1 39.5'LT LED ROAD/120W/TYPE 3 24 2 2 X#8 2 X#8 L23 SC066 B 925+17.1 39.5'LT LED ROAD/120W/TYPE 3 2s.Y r 2 X#B L24 SC066 8 926+21.2 39.5'LT LED ROAD/120W/TYPE 3 WIRE SCHEDULE NOTES: L2S SC066 B 927+21.7 39.9'LT LED ROAD/120W/TYPE 3 (1) EXISTING CONDUIT MAY CONTAIN WIRES TO REMAIN.SIZES AND QUANTITIES UNKNOWN. LUMINAIRE SCHEDULE NOTES: (2) AU.CONDUIT CONTAINING WIRE SHALL INCLUDE A#8 GROUND WIRE NOT SHOWN IN THE SCHEDULE. (3) ALL CONDUIT SHALL BE SCHEDULE 40 PVC APART FROM STREET CROSSINGS,WHICH SHALL BE SCHEDULE 80 PVC. 1. ALL POLES/LUMINAIRES SHALL BE ARTERIAL STREET DECORATIVE LUMINAIRE POLES,INCLUDING;POLE,ARM,FIXTURE, (4) COORDINATE POWER CONNECTION TO SERVICE WITH PUGET SOUND ENERGY. 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 HEIGHT SHALL BE 3S FT.FOUNDATION DEPTH-SHALL BE 5.0 FT. 2. LUMINAIRE ARM AND MOUNTING BRACKET DETAILS PER CITY OF RENTON STANDARD PLAN 117.3. 3. ALL POLE ARMS SHALL BE ORIENTED PERPENDICULAR TO THE FLOW LINE OF THE ADJACENT CURB. 4. SEE TABLES 1 AND 2,SHEET E9 FOR FOUNDATION INFORMATION. 5. OFFSET SHOWN IS TO CENTER OF POLE. MAR SURVEYED: DUVALL AVE NE DRAWING NO. $��Y^'L eC DRAWN BY: MEK CITY OF RENTON E10 CONFORMED SET U y % PROJECT NO. 2141779045 DESIGN BY: MEK PUBLIC WORKS DEPARTMENT Parametrix TRANSPORTATION DIVISION FED AID NO. CHECK BY: CS APP1�oVE FOR CONSTRUCTION WIRE AND LUMINAIRE SCHEDULES ?e°le PRO) CMC m,u.wTM AVENUE SE SUITE fw DATE: FER 702t R MIYNlUPMOOSF 2S3.6N94lra IsrexR-�?E 2,1664IiAO E�.,N..e w ,, / 1 SHEET 10 OF 10 NUMBER REVISION 1):',CRIPTION BY APP. DATE 'SVTONA6 ,.,„..„ FILE:PU2 14 1 7 79 04 5-11.dwg r»w � BY:,-ja'y{;t�.... ......... DATE:7�lb "Z!/ SHEET NO. 77 OF 94 I I LEGEND: VT / _ I EXISTING TREES TO REMAIN W / w —' ! Z ——— — _ _ _ FILTERRA SYSTEM — ----— -_, — (REF.SD SHEETS) ' -- s PLANT LEGEND: 1 O __ m �- \ STARLIGHT DOGWOOD L+J ' LL/ v) 892+00 893+00 O —_ 894+00 O STAR MAGNOLIA ___ , DUVALL AVENUE NE _895+00 -0..a�aaa.a.a, t rn - CkCtti ; igtflaan : lye_=- N \D\ :•• rl„ �,•,ad aj t s_ VARIEGATED MAIDEN GRASS "•.�. .....« e .. _ .•aa� ........�.... .........._ ��i \ _� ABBOTSWOODPOTENTILLA fiij• 'i y�se -»---• se » r--se..�e a se ea -r--se--» --a 4u -��aa• -- - STELLA D'ORO DAYLILY afs�4•pa•L:aiaiai�ildi aa•F•41aaaaa•aaaaaaa�:Sat:::42L��aaaneaa0a-n Via. -+:�w -- ------' - ••ti Q r;:a f- i—-== KELSEY REDTWIG DOGWOOD iplM is - MEDITERRANEAN HEATH Lu I. Z ' -- -_. •"•••a• .4,V.ai',.'.'. MT. VERNON LAUREL 1 SYNTHETIC TURF PLAN HYDROSEED LAWN-2" SCALE IN FEET --a a DEPTH APPROVED TOPSOIL 0 20 40 j NOTES: O CO1. ALL WORK SHALL BE PERFORMED TO Q THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. ttJ v) _ 0 2. NO PLANT MATERIAL + SUBSTITUTIONS SHALL BE P.. - — CVPERMITTED WITHOUT PRIOR CO - - - - - ———— — — — — — — — — — — — —— —— SI APPROVAL.SEE SHEET LS6 FOR 01 1 PLANT SCHEDULE,DETAILS,& w GENERAL NOTES. W1 vv)) 3. LANDSCAPE BEDS SHALL RECEIVE 12" Z Lu DEPTH TOPSOIL.ALL HYDROSEED ' +I N AREAS(PROPOSED AND INCIDENTAL) CZJ a v s ! �L O SHALL RECEIVE 2"DEPTH TOPSOIL taoON +� Las-- a a 11 DUVALL AVENUE NE Ln ti t Q ' -- r�a`�'N as OC d) TN 4. HYDROSEED SHALL BE SMOOTH 7 M„b 899+00 900+00 901+00 902+00 aaaaa.' —-*....— _.. .---- i .. __.._..--- — I — ----._.—�_.. .------- 1— _... ._. I _ _.__._._— — .. _ BLENDED INTO ADJACENT EXISTING X Q LANDSCAPE I- v) w ( = - - --- -- _ -- ._._, _..-_.-...woll...t.fil* F-- - 'c�r F- / . PLAN w �: z I SCALE IN FEET . iiiiiiiLm �� I , ' 0 20 40 `P MAR/�, SURVEYED: DUVALL AVE NE DRAWING NO [Si _ ,,,, wAzi,,i,,, O'e - DRAWN BY: USB CITY OF RENTON 2 R." /`. p., Fe o,p PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 U h DESIGN BY: DCS Parametrix CONFORMED SET TRANSPORTATION DIVISION CHECK BY: PLANTING PLAN FED AID NO. J APPROVED FOR CONSTRUCTION DATE: FEB 2021 / :afore 4 1u+s:nr"Averxfe se;�f rE Tao �c�..�(STl. �v PROJ MGR: CMC ,,,,,,21,„„„,64,,,,:,0,0,,mt. BEGIN PROJECT TO STA 902+50 NUMBER REVISION DESCRIPTION BY APP. .:•.tt -"�1Ri4tt ' „�,,,, FILE PU2141779045-LS.dwg -'.- ,... sw arse BY`-jel `�--- U.\�! _-•. SHEET 1 OF 9 SHEET NO. 78 OF 94 I LEGEND: EXISTING TREES TO REMAIN IFILTERRA SYSTEM (REF.SD SHEETS) — — LEGEND: r -) O . m0 STARLIGHT DOGWOOD Lri rq w o DUVALL AVENUE NE 0-) STAR MAGNOLIA 00 ?\ —i- r- I- t f IBIIIU wi:AAA •I +00 905+00 906+00 LL,`•.•4.OM •• t Sa::a •a Y:a0.i a I as.-.at AAL EA'% !�,•Aa A i_. I I- "F..—_-.. 00 CD J Q VARIEGATED MAIDEN GRASS F in O ABBOTSWOOD POTENTILLA w Q Z 0 STELLA D'ORO DAYLILY L...)o _ /� �' KELSEY REDTWIG DOGWOOD \\` F— W F:••••:•:•1 MEDITERRANEAN HEATH t 1— O 'I ' i,:••:iiaii• w f •:• •:41 MT. VERNON LAUREL PLAN N I z �! SCALE IN FEET J SYNTHETIC TURF 0 20 40 O�� 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 nV PERMITTED WITHOUT PRIOR • X APPROVAL.SEE SHEET LS6 FOR PLANT SCHEDULE,DETAILS,& m w GENERAL NOTES. Q w <n 3. LANDSCAPE BEDS SHALL RECEIVE 12" Ln 1 LU DEPTH TOPSOIL.ALL HYDROSEED LU p AREAS(PROPOSED AND INCIDENTAL) — ..._..._ ' : : + .T... .� + ._. F cn _ . . ' SHALL RECEIVE 2"DEPTH TOPSOIL \ _; :i:jj::�":_aw.a�+ �� e:I wmew 3 ?jjwln.M9 ! ttpCI MatnMe¢ 6 -♦ .......................... .aF 4. HYDROSEED SHALL BE SMOOTH00+00 909+00 y\'a as� .,i;; j•zz(' 0f9 !tA 1 yh '°t ° +� * ..:i.� • an aai4AA�l + pa •+..aa�ae l � . as:4,I-4I.�••eea ,44 _.O IBLENDED ADJACENT EXISTING ¢. ,i3.ey tt; -aa . . .. O : _:. . -._ OO t..�•4, , , O : O.O. �}.;. � < :. !• oi, F— IANDSCAPE Q I— z DUVALL AVENUE NE w J z Z J U f- C --_--T' Q 2 . PLAN SCALEIN FEET (IN i 0 20 40 frAS12/ SURVEYED: CITY OF RENTON LS2 DUVALL AVE NE DRAWING NO.• _ 'e - DRAWN BY: DSR • PROTECT NO. Z]41779045 �' A PUBLIC WORKS DEPARTMENT yz�� DESIGN BY: DCS TRANSPORTATION DIVISION ( CHECK BY: Parametrix CONFORMED SET l APPROVED FOR CONSTRUCTION PLANTING PLAN FED AID NO J8618 Q IU I9'nTMAVEM/t SF_.,bre top tF,R�s�sR R`a PROI MGR: CMC nnniun.w•ewucwuexma STA 902+50 TO STA 913+00 DATE. FEB 2021 "i .__... UATE:7tfb�Zf SHEET2OF9 SHEET NO. 79 OF 94 NUMBER REVISION DESCRIPTION 8Y APP. DATE TZdJAL t „�,.,,o„ FILE PU2 14 17 790 4 5-LS.dwg -•^•rwa•-�� BY: ---"- "--- LEGEND: EXISTING TREES TO REMAIN t N t!1 —i I— w FILTERRA SYSTEM w' 3 0 (REF.SD SHEETS) %W.i•%%W .N•rNN......A '?. ... I .NN.N.N�iN••i i�.N�Y.N•NifNif�NNNfN�.NNN•.:er.•N•NNN•NN•.•N•N••.•••• NNNNNiii�iiiri :.• V.%? %pp•iiii•�ii�iiiiiiiii•�ii.�• •NN. J to 1•NNN• ittkc og••}•0:4•:•:€1.-Aco otAgrvoia_�.__-ems-_---_- _---'---.- �41�:•VA•��•��•��.��.t�•NN•NNNNE. •motto._a.__•�4,•��..m. NNE 5.1.41�4�•1��•��•4��•��,1101 y��•49924---------�.49mNN•••••N•.N•NN N.-__ __•............. . .. W w -- —= - - �� -- —-- .��. - — m PLANT LEGEND: w LU to w to o DUVALL AVENUE NE o • 1 STARLIGHT DOGWOOD co Q •. as a 0le11ee011evx14; t i•#• 11eneenaeifi aK s •` pi a . # t I 1)een/'aneL apala a { I I.a ilA ardfk as s 916{+.00 , 917+00 — I 918 01 STAR MAGNOLIA,tL • w to Z w J Z O I J VARIEGATED MAIDEN GRASS 0 = I— V O+ ABBOTSWOOD POTENTILLA Q -- STELLA D'ORO DAYLILY - g .-` —_ =.1� —•iNNN iCii — •u•.,N_w_�: ••.•••• • . •S ••..N KELSEY REDTWIG DOGWOOD PLAN --. SCALE IN FEET MEDITERRANEAN HEATH J O 20 40 i'i'i'i:**: MT. VERNON LAUREL I I— '•••. •n •n•••iiiiiiiiP•••S'iQ SYNTHETIC TURF j,•"••••iiiiiiii•eisi•iii i I F- ii:::::••::•Xe •••••••••••••••• iNfati HYDROSEED LAWN-2" r-1 ••N•.••••N•.•i .N.N..•..N•. al-•240.40 DEPTH APPROVED TOPSOIL W .••••N.N.N• IA_ .N•• .NNN..• •.N.•NNN.;•I W > \e. z ,:IdtiltT psi :�.a.:•...;..,.X.V•,iii NOTES: _ 1. AU.WORK SHALL BE PERFORMED TO _49742,.C427rtOVI __.•••isisEr ----/ IMF = THE SATISFACTION OF THE w OWNER'S REPRESENTATIVE/OWNER. VI O I 2. NO PLANT MATERIAL SUBSTITUTIONS SHALL BE CO c/ PERMITTED WITHOUT PRIOR cn N APPROVAL.SEE SHEET LS6 FOR <+00 919+00 920+00 _ � PLANT SCHEDULE,DETAILS,& N _ 921+00 —. — I— — 922+00 92 I— GENERAL NOTES. — -- —...—..-._- — ---_-._.�_. ._. --- _ to w w 3. LANDSCAPE BEDS SHALL RECEIVE 12" JDUVALL AVENUE NE ZDEPTH TOPSOIL.ALLHYDROSEED AREAS(PROPOSED AND INCIDENTAL) __ SHALL RECEIVE 2"DEPTH TOPSOIL. Q Q 4. HYDROSEED SHALL BE SMOOTH == _ BLENDED INTO ADJACENT EXISTING . II LANDSCAPEq\ PLAN r SCALE IN FEET 4...i O 20 40 ♦•••fit:1%{ SURVEYED- .� w `Fo CITY OF RENTON DUVALL AVE NE DRAWING NO. LS3 2.4,oY '4y6,�! DRAWN BY: DSB PROJECT NO 2141779045 PUBLIC WORKS DEPARTMENT Viy i F DESIGN BY: DCS Parametrix CONFORMED SET TRANSPORTATION DIVISION FEDAIDNO. CHECK BY: PLANTING PLAN APPROVE FOR CONSTRUCTION - i vote / IOW A,T"AVEMA SE,SOTE l00 DATE: FEB2021 ep go/4 PROI MGR: CMC PUYALLUP WATT TIN.:%4 1 STA 913+00 TO STA 923+00 ��cNAL ��" T i�,,,", .�S�w,s„y ..(,� '� 1k SHEET NO 80 Of 94 Ni REVISION DESCRIPTION BY APP. DATE 'Tt A�1� m..,m.. FILE.PU2141779045-LS.dwg ...w.•...e.. r B� �/�:�j--.____ _.._ DATE: 4 kI SHEET 3 OF 9 MBER < LEGEND: EXISTING TREES TO REMAIN FILTERRA SYSTEM (REF.SO SHEETS) PLANT G __ s.. f :10:.--.1 — — — .. ` — ____--_ I STARLIGHT DOGWOOD — J 1:::-)-- STAR MAGNOLIA w 925+00 926+00 927+00 w 924+00 - _ —_ ._ I— I -61 — — — — 928 _ — - - w 00 — 0 VARIEGATED MAIDEN GRASS iLn ll DUVALL AVENUE NE0 ABBOTSWOOD POTENTILLA 0 0 m STELLA D'ORO DAYLILY n! Q 0 KELSEY REDTWIG DOGWOOD 1— Ln 1 z _ _ _ _ _ — _. — — PLAN /a L L:"_ MEDITERRANEAN HEATH J • = SCALE IN FEET tom— =20 4 40 ."...V.0. MT.VERNON LAUREL Q 0 20 `."" 2 SYNTHETIC TURF intim HYDROSEED LAWN-2" !r!r?.?.! 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 r�ur rr ru rr rrr rr ur rr .r•• 0ii••o•i•w•i• ••r i'4NUAN r.•rrNN'4I0 W: _ — PERMITTED WITHOUT PRIOR ii i••••'� •••••••••••••••••••••••••••••••••••••' .. �' ••i••••••�'•r••i • •• • •• •••• • •••• "� APPROVAL.SEE SHEET LS6 FOR .poses�••i••�i••~•••••••••••••••••••••ii• ��i•••i•• •••alla•••••a••••l111'i••••••••••'I�'11•• ••••••••$1111•••••••••7••••i'•®11i PLANT SCHEDULE,DETAILS,& . 17e•*•r•�•O 1/pha ii.A6O is riiatiaiaiaka •iisok �619b 11090 00'''iiiii•�r••iiiiii•'•iiiii•••••'a'•'•'•'••'•'•''''''•'au?.a�•'•'a'•''•d� Q_ 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 DUVALL AVENUE NE 51+00 52+00 - ------_ _ +- — - — 1 — -----. -+- - SCHEDULE C PLAN AIN SCALE IN FEET111 # 0 10 20 MAR SURVEYED: '1 Q``AF RA 7Fo CITY OF RENTON DUVALL AVE NE DRAWING NO. LS4 •C `oi C —- DRAWN BY: DSB PROTECT N0. 2141779045 �_, ,p PUBLIC WORKS DEPARTMENT U y i'x DESIGN BY OCS TRANSPORTATION DIVISION CONFORMED SET PLANTING PLAN FED AID NO I•`d CHECK BY: APPROVED FOR CONSTRUCTION 36016,��`Z' 1010 MOM AVE..SE.STATE I°°I 1 DATE: FEB2021 R8C.I7¢k�%* PROF MGR: CMC PUz NCTrOanw4 : STA 923+00 TO END AND BEGIN TO STA 52+60 NUMBER REVISION DESCRIPTION nv r IDNA1.Y:�� -, , FILE:PU2141779045-LS dwg .-.•w- .� i BY / 1'- DATE:?JI 1'`':I SHEET 4 OF 9 SHEET NO. 81 OF 94 _LEGEND I I N I STATIC�PRESSUREE7 0 PSI.GATION METER-FIELD VERIFY CONTRACTOR TO VERIFY PRESSURE PRIOR TO I - PROPOSED IRRIGATION \ COMMENONG CONSTRUCTION.LOCATE METER IN MEDIAN BACK OF MAINLINE-lZ"DfA. 00` ' w CURB ._..__ __.__ IRRIGATION LATERAL LINE- —. Z — — _ PLAN IS DIAGRAMMATIC-LOCATE PIPING VARIES • — — — — — _ &EQUIPMENT IN ADJACENT MEDIAN BACK - — — — =IRRIGATION SLEEVE-6"DIA. OF CURB - — ` — L C. ZONE VALVE_ 0 ❑ MANUAL DRAIN VALVE — CO _ W — IRRIGATION NOZZLE LEGEND 892+00 +_ 893+00 894+00 o 1 0 895+pp �) . ^ 1806-VAN 1806-12H DUVALL AVENUE NE �" -- °1 ,.zs Q SHEET NOTES: �::1►_ ICI �!a.r� — � �.�� •�� .�`� z 1. REFER TO IRZB FOR CONSTRUCTION NOTES, ��`��: r• DETAILS,AND IRRIGATION EQUIPMENT LISTS. (--- \Iiii7 • . ' =e'= ••• r •■its.— - �` �-UTE WRITTEN SPECffICATIONREFER TO S FOR DETAILED IRRIGATION r I I Q SYSTEM INFORMATION. _' •.*- ___ _— ____ 2. PLAN IS DIAGRAMMATIC.VARIATION IN =__� _ HEAD LOCATIONS ON PLANS IS FOR THE SAKE _ _=-___ ____ OF GRAPHIC CLARITY.LOCATION OF IRRIGATION MAINLINE,LATERALS& SLEEVING ARE SCHEMATIC ONLY AND SHALL I I I ._ OCCUR IN PLANTING AREAS. I I I 3. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. DESIGNER RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO COST.ADJUST HEAD PLAN POSITIONS ANDLAD 0 DELETE HEADS AS SCALE IN FEET // NECESSARY DEPENDING ON ACTUAL FIELD ii �� CONDITIONS.CONTRACTOR SHALL VERIFY DESIGN PRESSURES AND NOTIFY ENGINEER 0 20 40 OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK. 0 In Q W W H _ p PLAN IS DIAGRAMMATIC-LOCATE PIPING + &EQUIPMENT IN ADJACENT MEDIAN BACK O OF CURB —— — -� _ N 01 -- W W z • F N = aaj--- _ W I' - DUVALL AVENUE NE o +-- 900+00901 ` fi— co Q i- v) _ - _ _ W II I, a—�_ - =_-- _ -- N v) / a I-- PLANz SCALE IN FEET cri / 4-N . I I I 0 20 40 MAR/ SURVEYED: �`� _. Ec CITY OF RENTON DUVALL AVE NE DRAWING NO LSS F` 6�F '_L — DRAWN BY DS8 - >-U $ r •P DESIGN BY. PUBLIC WORKS DEPARTMENT PROJECT NO 2141779045 y Qt .F KSParametrix TRANSPORTATION DIVISION CHECK BY CONFORMED SET IRRIGATION PLAN FED AID NO. �' APPROyy.ED FOR CONSTRUCTION `� ION WTI AVENUE.c w rE,w DATE: FEB 2021 • '•� Af PROD MGR: CMC "n�"� NGTON6 / STA 891+50 TO STA 902+50 NUMBER REVISION DESCRIPTION .. AVP i%Af. _ -.� �,.,., FILE:PU2 1417 7 904 5-IS.dwg �.,-.•....� — BYJ/v ) DATE:71�E'/2L SKEETSOF9 SHEET NO. 82 OF 94 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 TO COMMENCING CONSTRUCTION.LOCATE METER IN PLANTER BED. . F— W w `ir = 1 w v a- DUVALL AVENUE NE w 1.2a 1.25" N O- 5d- S S 1 s 903+OU +00 905+00 +— ; l— r I — I — — (V O d I— Ln w S 1. ,-",-4•. : 1til`r-, rz, ——— — T ... �FS '° _S Z i I— PLAN 1) SCALE IN FEET 0 20 40 n to J I— w w _ _ _ ..... iiVrr,-/mr r-rfrrrr+- _,_-r.---,-,:.rmxt,i] i_.- W O O DUVALL AVENUE NE c c-1 1" 1- Ol +00 909+00 f�.. fa� + f 4T1F00 r 1.5 Sa$i�+80 r-i 913 f— �c�f - [ �c�f X x( �x Y_y_ 1�y.... gyp[ �C 1_Sl—._—._L— f-1 -.__— — " -.- .. ... .. ... I. • t7.___-.-4____s�i� [7 _Cf- __£�'.._.: . l it ._ W __ i 5" --u 1 5'.__ Z 1" 1.5" 1" 1,-g' - J / 1 V 1 PLAN IS DIAGRAMMATIC-LOCATE / _IRRIGATION PIPING &EQUIPMENT IN — _ — -- ADJACENT MEDIAN BACK OF CURB —� i/ P.O.C.@ PROPOSED 1"IRRIGATION METER-FIELD VERIFY LOCATION. STATIC PRESSURE=70 PSI.CONTRACTOR TO VERIFY PRESSURE PRIOR TO PLAN COMMENCING CONSTRUCTION. SCALE IN FEET LOCATE METER IN PLANTER BED. 0 20 40 ii,s"`Ka ►`�►`?MAR fF.� suRveveD: CITY OF RENTON DUVALL AVE NE DRAWING NO. LS6 r'Ci�4t 4,4; cC -- DRAWN BY: DSB ♦a%tiT o •P PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 �� z DESIGN BY: OCS TRANSPORTATION DIVISION IRRIGATION PLAN M C Parametrix CONFORMED SET FED AID NO. // CHECK BY , A� ,�' APPROV£p FOR CONSTRUCTION STA 902+50 TO 904+00 AND 908+50 TO 913+00 A kp 9olfl o �� PROD MGR- CMCDATE FEB 2021 <<,rsr10�+` */ SHEET6OF9 NUMBER REVISION DESCRIPTION BY APP. JAl l *��. FILE:PU214177904S-LS.dwg •-+au^^ {Y. "' DATE:74/27_ SHEET NO. 83 OF 94 ID • -J I— w w' ... arrfrZrresxn`ixx:xxfrxsx:xilrxtiiiiTrtrliciixf irxxxx4x�J7y r ... ._..._._.__ .,rixrc:,rca,rci, : .. w . x ,,xr_< roc w tel o DUVALL AVENUE NE + m 1_ 1.. al Q+00-- 8— -- --5 14+00S i Q... «+ - 916+00 917+00 918+00 919+00 w 1.s- Z_ I" 1.5" 1- J PLAN IS DIAGRAMMATIC-LOCATE = IRRIGATION PIPING&EQUIPMENT IN ADJACENT MEDIAN BACK OF CURB Q PLAN AI SCALE IN FEET iii6immimi 0 20 40 1.1AR7 SURVEYED: Z//f��R o "' �cC - DRAWN BY: DSB CITY OF RENTON DUVALL AVE NE DRAWING NO. LS7 coil ry / °a- DESIGN BY: DCS Parametrix CONFORMED SET PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 I CTRANSPORTATION DIVISION ,[ CHECK BY IRRIGATION PLAN FED AID NO. APPROVED FOR CONSTRUCTION :+note 4c :ws AiMNVEPoIE .-e+m DATE. FEB 2021 �A R@cn-BPS PROI MGR: CMC PUYALL P WAWA,.,V.AL. li STA 913+00 TO END 4•yST -t.'� Maim Y.rm.AM BY:,./ [�,:,; SHEET NO. 84 OF 94 NUMBER REVISION DESCRIPTION BY APP. I.,,, 1 A�i ,„..,„,. FILE.PU2141779045-LS.dwg /} �") SHEET 7 OF 9 °8-'0°°° 0 0' p pp0 O'O,'.'0t0,0 PLANT MATERIAL LIST ° ° ea'0O ; aa°° MULCH WY. I BOTANICAL NAME COMMON NAME I SIZE&SPACING `'o°''PoO AREA FOR SPACING CONTINUOUS OUTER ROW OF ( BASIN BERM 3" ITT WATERING — — 44 CORNUS NUTTALU X KOUSA'STARUGHT 'S I ARUGHT DOGWOOD -2"CAL,12-14'MIN.HT.,B&B @ 25'O.C. ADJUSTMENT PLANTS SPACED "X" ON CENTER 13 STAR MAGNOLIA MAGNOLIA STELLATA 2"CAL,12-14'MIN.HT.,B&B,PER PLAN AND SET BACK FROM THE PLANTING PIT `-4`. `�'�* PIAt�TING BED EDGE 2/3 "X" SHALL BE A MIN1ROOTIJALLfFRTII_IZER TABLETS. � /3DEPTH2"-6" DEPTH 884 CORNUS SERICEA'KELSEYII' 'KELSEY'REDTWIG DOGWOOD 1 GAL CONT.@ 2'O.0 + OF TWICE THE EDGE OF PLANTING BED ROOT BALL DEPTH6" MIN All, = I BACKFILL SOIL MIX 1135 ERICA X DARLEYENSIS'MEDITERRANEAN PINK' 'MEDITERRANEAN PINK'HEATH 1 GAL.CONT.@ 18"0.C. + v- ''�•�-s-4 + �, _ _an' 270 HEMEROCALLIS'STEUA D'ORO' 'STELLA D'ORO'DAYLILY 1 GAL.CONT.@ 2'O.C. �• I111.I'111 i-1 6 I FOLD BURLAP BACK 160 MISCANTHUS SINENSIS'DIXIELAND' VARIGATED MAIDEN GRASS 2 GAL.CONT.@ 4'O.C. + 0��=.�•:� A + FROM TOP HALF OF 29 POTENTIUA FRUITICOSA'ABBOTSWOOD' 'ABBOTSWOOD'POTENTTLJA 3 GAL.CONT @ 2 O.C. ► ' iss + 'OUT:. ROOT BALL AFTER 1555 PRUNUS LAUROCERASUS'MT.VERNON' 'MT.VERNON'LAUREL 1 GAL CONT.@ 12"O.C. + ��: + + + �.�� `+ + + + WIDTH Pt ACINGSPIT IN \/\/\/\/ PLANTING PIL -11—IL + +•z+ + MIN MIN MIN MIN / / GENERAL LANDSCAPE NOTES TRIANGULAR SPACING WITHIN -2/3 "X" PI ANTING PIT SHAI I BE A PLANTING BED MINIMUM OF 2 TIMES THE ROOT— BALL WIDTH AT BASE NOTE: 1. REFER TO THIS SHEET FOR PLANT INSTALLATION DETAILS. SPECIFIED PLANT SPACING="X" OF PIT & 3 TIMES ROOTBALL REMOVE TREATED OR SYNTHETIC INDIVIDUAL PLANTS REPRESENTED AS: f WIDTH AI FINISH GRADE BURLAP COMPLETELY 2. CONTRACTOR IS REQUIRED TO VERIFY EXISTING UTIUTY LOCATIONS PRIOR TO CONSTRUCTION. PLANT SPACING DETAIL (CONTAINEWB&B) 3. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK,DAILY AND AT PROJECT CLOSE-OUT. SHRUB PLANTING DETAIL 13 SCALE 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS.DAMAGE TO THE EXISTING IMPROVEMENTS BY NO SCALE 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 MULCH 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 DEVELOPMENT TO 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 fib CI11 ROOT BALL BE ROOT BOUND. {H j ��+ �0'' BACKFILL SOIL MIX ��'a► P �i0. 7. PRIOR TO BARK MULCH PLACEMENT,ALL SHRUB BED AREAS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE.FOLLOW ALL \ � r . )GI MANUFACTURER'S APPLICATION INSTRUCTIONS.PRE-EMERGENT HERBICIDE SHALL BE ELANCO XL2G OR APPROVED EQUAL. 3 -� — ( �I'" O i �� N-.._...- 1 FERTILIZER TABLET• _ i O OP r 8. BARK MULCH SHALL BE INSTALLED TO DEPTH OF 3 INCHES IN ALL NEW PLANTING AREAS.PRIOR TO MULCH PLACEMENT GRADE I rl1 "—" O O iy O,,p i SHALL BE BROUGHT TO A UNIFORM LINE WITH NO SURFACE IRREGULARITIES.WATERING BERMS AROUND PLANTS SHALL BE HAND 3" S^ '� i�� ♦ I O` -- (2)-- BVC WOOD TREE COMPACTED AND OF A SMOOTH AND EVEN GRADE PRIOR TO MULCH PLACEMENT.MULCH SHALL BE WATER-COMPACTED UPON GROUNDCOVER PLANTING DETAIL CHAINLOCK `�� OOOOJ, O �� STAKES (MIN 6' HT) PLACEMENT. �i TREE TIES ,� NO SCAI E O 6 L — 2" MULCH IN BASIN 9. NO SUBSTITUTIONS SHALL BE CONSIDERED FOR PLANTS OR OTHER MATERIALS DURING THE BIDDING PROCESS. MIN 10.CONTRACTOR SHALL WARRANTY SHRUBS AND GROUNDCOVER FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE HAS BEEN 2"- L FINISH GRADE .............____.____ __, siGRANTED.OWNER SHALL THEN ASSUME AU.RESPONSIBILITIES FOR MAINTAINING ALL PLANTS IN A HEALTHY GROWING CONDITION -- 3" HT WATERING BASIN FOR THE LIFE OF THIS PROJECT. 43 BERM 11. LANDSCAPE MATERIALS&QUANTITIES WILL BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS IF NECESSARY.COORDINATE 3"\--- PLANTING PIT \ --1-,-_„1 =... FERTILIZER TABLETS LANDSCAPE CONSTRUCTION AND REVIEWS W/OWNER'S REPRESENTATIVE. / I-, SHALL BE A ROOT I LT_ il=f 12.CONTRACTOR SHALL HYDROSEED ALL AREAS DISTURBED DURING CONSTRUCTION. — BALL ]I I_i �I L_ MINIMUM OF DEPTH Girl - EaTC--------• - --FOLD BACK BURLAP J_� -� IWICE THE \ T I( , rs,•.:•.:' 'HI' �� -iC ROOTBALL 12" Ij"II / ?f II FROM TOP 2/3 OF \ " � � ROOT BALL -- DEPTH MIN h' (' B �' ILL h- ---- -__ BACKFILL SOIL MIX -�- 12 \MIN -III •I �IUE=III 1F- COMPACTED MOUND OF TOP SOIL 8" 8"ROOTBALL 8" 8" BACKFILL SOIL MIX TOP DRESSING , °" "" WIDTH "� "" AS CALLED OUT 0 - 3" BERM (WATERING TROUGH) / / / / NOTE: EXTRUDED CURB / — r REMOVE TREATED OR ��. "' 6" BERM PLANTING PIT — HALL SYNTHETIC BURLAP dra��:� ........... %s" Ana BE A MINIMUM OF TWICE COMPLETELY. REMOVE SGW WEED FABRIC DIAMOND PRO FESCUE TURF THE ROOTBALL WIDTH AT ANY SOIL AND/OR MULCH BASE OF PIT & 3 TIMES AWAY FROM TREE CROWN �� - ROOTBAI_I_ WIDTH AT AFTER INSTALLATION 60D NAIL r r r. r INFILL 1" DEPTH DURAFILL INFILL FINISH GRADL a r DECOMPOSCD GRANITE NOTE: • b -OA' s•e,: Tr � �•�``r C:OMPACTED TO 90% 3"-4' tTREE PLANTING AND STAKING DETAIL im mt !. ti ivi •e••ti•, �-. •po iutotz e, •t c INSTALL 6" BERM IN AL I ISLAND PI AN TINE AREAS. RETAIN •e•!:e:�e••re ••e:� •e:.A:••e�sW:e'es.•t.lt�Fi� D PTfI OR 3/8" MINUS 2" ALONG CURB FOR TOP DRESSING. V u --I I i.I.._ — • IIIi=ILIiii iI m�II III 1lI�II1141 1Ir111I lililli fllli-i�,I II1_IL---- _NATURAL SOIL 2. PLANT SHRUBS TOWARD':; LEN'TT R CI Ic,! AND AS SHOWN ON PLANS. SYNTHETIC TURF SECTION TYPICAL MEDIAN PLANTING CALF NO ;CAI `I•MA R7� SURVEYED: CQ 'C�f,oF•Asgi cC — DRAWN BY: DSB CITY OF RENTON DUVALL AVE NE DRAWING NO. LS8 -,.�i e. o A PUBLIC WORKS DEPARTMENT PROJECT NO 2141779045 L. h z. ? DESIGN RV: OCTTRANSPORTATION DIVISION f Parametrix CONFORMED SET FED AID NO. CHECK BY- APPROVED FOR CONSTRUCTION LANDSCAPE 7/ geRgo ,`"� PROJ MGR: CMC -,,. - ii _ DETAILS DATE: FEB 2021 �:MRER REVISION DESCRIPTION BY APP DATE e�70NA1•E{ _,,.,,,,,, FILE-PU2141779045-LS.dwg ....".......,."m eo+era, or & Un•.! ' SHEET8OF9 SHEET NO. 85 OF 94 QUICK COUPLER VALVE RECTANGULAR PLASTIC •--- 1 WITH ROUND VALVE BOX VALVE BOX AMTEK OR EQUAL MANUAL DRAIN VALVE WITH ROUND VALVE BOX IRRIGATION IMPROVEMENTS-GENERAL NOTES n�i !r i!IJ v,' 1.REFER TO THIS SHEET FOR IRRIGATION SYSTEM INSTALLATION DETAILS. u,• =O=TC LI B' h\\ BALLS 1?B \ 2.ALL CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS AND WASHINGTON DEPARTMENT OF TRANSPORTATION PROJECT SPECIFICATIONS(2017). METERED VALVE II. SCH. 40 PVC STUB B=. MAINLINE - ?t \ 3.CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER. CONTRACTOR SHALL SUPPLY ENGINEER WITH A PROJECT WORK PLAN PER WSDOT �p 8-02.3(2)FOR APPROVAL PRIOR TO BEGINNING WORK.THE INSTALLATION OF PLANT MATERIAL SHALL NOTE BE ALLOWED UNTIL IRRIGATION LAYOUT&COVERAGE `' eN4 TESTS ARE APPROVED BY ENGINEER.ALL CONSTRUCTION CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY UPON RECOGNITION. Q- Q% `'Q. O� FLOW 04-] _ _4- O4 ., JP� j 30" LEBNG H 4.CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK,DAILY AND AT PROJECT CLOSE-OUT. , JP * 4- NIQ2 8"MIN. V0 L a e� o Qg'" "—. . o S.CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIRED yVP. OP�y 6 pu — j 88$ao.o&s a off. \ s� a''"" o o o.•oo.�o"'� .00-.o» `�. ._...._ 3/4"BRA`.;S MANUAL. Z / GLOBE VALVE. SHALL REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE ENGINEER AND AT NO COST TO THE `C - DOUBLE-CHECK , ---, BE PERPENDICULAR OWNER. �,1 BACKFLOW PREVENTOR--- MIN. 2 C.F. PEA M - GRAVEL SUMP TO MAINLINE - MIN. 3 C.F. PEA \—SUPPORT RECTANGULAR 6-ALL PIPING UNDER HARD SURFACES(INCLUDES CONCRETE,ASPHALT,CRUSHED GRAVEL)SHALL BE SLEEVED WITHIN A SCH.40 PVC CONDUIT EXTENDING 12 INCHES GRAVEL SUMP BOXES WITH 4 BRICKS, IYP" BEYOND HARD SURFACE EDGE AT 24"DEPTH. FLOW POINT OF CONNECTION SEQUENCING POINT OF CONNECTION ASSEMBLY NOTES: 7.PIPESIZESHALLBETHESAMEONBOTHSIDESOFVALVES. 1. CONTRACTOR SHALL USE VALVE NO SCALE BOX EXTENSIONS AS REQUIRED TO 8.LOCATE ALL VALVES WITHIN ONE(1)FOOT OF THE MAINLINE. MEET FINISH GRADE. 2. ALL VALVE BOXES TO BE 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 INSTALLED FLUSH WITH FINISH GRADE. 3. VALVE BOXES TO BE SIZED TO AT 90 DEGREES. FACILITATE REPAIR/REPLACEME.NT OF HOUSED EQUIPMENT. 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 VALVE Box: REFER TO FINISH GRADE AT LIP OF RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL IRRIGATION EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM.FIELD VERIFY ALL IRRIGATION SHEET NOTES BOX IN TURF AND PAVED EXISTING EQUIPMENT LOCATIONS AND REPORT ANY INCONSISTENCIES TO LANDSCAPE ARCHITECT. • OR SPECIFICATIONS AREAS (1' BELOW lIP IN QUICK COUPLER -CURB OR CDC& ALL OTHER AREAS) ""-- FINISH GRADE- 6" 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 VALVE BOX COVER RAINBIRD #63100 VALVE "" IRRIGATION AND CONDUIT ASSEMBLY ONLY, NO"ONE-STEP"GLUE SHALL BE ALLOWED.SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO USE.USE. t II-11R f--- --- p II 11- PVC -"— FINISH GRADE ILR I iil ; 11 III 13.CONTRACTOR SHALL VERIFY ALL LOCATIONS AND SIZES OF IRRIGATION SLEEVES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF ANY I--II R":{ R 1'i f1I R I12 I'II REDUCING TEE 11=110 �.W ' II B R R-a B'I'/ -`i� 1� IL �f i� B_B_� u y ADDITIONAL SLEEVING OR UPSIZING REQUIRED PRIOR TO CONSTRUCTION. II-11 II.J/ :L II II IL-:. - _ Bi -SCH AO PVC NIPPLE TxT 0=11 II •1� I N I u. a-u- LOCKABLE i g i�i i 1-,11-g1 S TL , II- ":.I III Q i_�11.11.1( II=. VALVE BOX m® t. LENGTH AS REQUIRED 'Ili p1� BrII ILL I II `-"".2"DIA PVC SLEEVE �� i -SCH 40 PVC COUPLING I BBALS- - j/ di p__ 2-STAINLESS S `� WILKINS �J200-3/4"(OR STEEL WORM % ,I'I' f SCH 80 PVC NIPPLE T,T VALVE • EQUN) BRASS ANGLE VALVE CLAMPS j It SCH 40 PVC ELBOW (xi �. .- . �� WITH UNION. INSTAL,.AT j • '� All MAINLINE LOW POINTS i ® i 2 SGH 40 L'VC I. ,., TO FACILITATE COMPLETE - ice' 90' STREET Et�S T X T ELL— \ urvl '1 III MN MI III M� \_ ' MAINLINE DRAINAGE 1 FLOW / -�- #4 REPAR ROD k�MI[ SCH 40 PVC 4"MIN LONG _J _ - - 30"LENGTH �� MAINLINE GALV NIPPLE PVC NIPPLE MIN 12" -___--- - -3/4"X 3" PROTECTIVE PVC PITTING SCH 80 UNION OFFSET FROM PVC LINE NIPPLE - SCH 80 PVC NIP ---PVC MALE ADAPTOR i o ono oag��800„ "-2 CUE( PEA GRAVEL SUMP o � o oo��' BALL VALVE MANUAL DRAIN VALVE ASSEMBLY QUICK COUPLER VALVE NO SCALE NO SCALE NO SCAI F VALVE BOX: REFER TO----- FINISH GRADE AT LIP OF WALK OR CURB Irrigation Equipment List SPECIFICATIONS / BOXFINISH __-- GRADE 3" I u I MFR. Ordering_{/ 1_.._..._ Product Description A-- - —Et L:CLRIC CONTR01 VAi VF " .._.. ♦ Rainbird 1806 12'SERIES/PRS 6 Pop-Up Spr yhead With 180 & VAN Nozzles I I I" I ...... .-.. 1 r SCH 80 PVC NIPPLE - ' O 11!L IL II II 11=11= 11ilei:,�1� u=dLRrag 0 B & K [107-900 Series Brass Ball Valve (Schedule 40 Unions With Brass Inserts) Match Line Size' SCH 80 PVC UNION I a=11.IF- W/BRASS INSERT Lou O Rainbird 3RC 3/4" Brass Quick Coupler CLASS 200 PVC-- - _ SPRINKLER r O Wilkins #200 3/4" An le Valve for Manual Drain Assembly With Key Extension LATERAL.LINE TO SCH 40 PVC MALE BODY (0 Rainbird PEB-150 1.5`9Electric Remote Control Zone Valve 1,4th Flow Control&PRS Pressure Regulator SPRINKLERS ADAPTER '_ it ii tEl Hunter WVC Controller Battery Operated Wireless Valve System Controller / .--- ---�--- -- E SCH 80 / L NIPPLE ._.._.. ___.... .. / I> e --------SCH 40 PVC PIPE, T =I SCH 40 ELL - — — - Schedule 40 PVC Pipe for Mainline, Install Below Ground (24" Under Paved Areas) LOW VOLTAGE WIRES s. LENGTH AS REQUIRED STREET 40 -FLL -�\p % Class 200 PVC Pipe for Lateral Lines, Install Below Ground (24' Under Paved Areas) I ''�"_g-) --- =I Schedule 40 PVC Pipe Conduit, Install at 24" Depth I SCH 4O PVC FITTING 1 CUFT DRAIN GRAVEL - -._ (S X S) •- ,� SCH 40 .. -.. -_.__ .- _ _ - SUMP BELOW VAI VI _-. 'I�V\�I— STREET I .. �.... -....... 1 • ELL -- SCH 40 PVC MAINLINE IATCRAL LINE NOTE: " PROVIDE EXPANSION COILS AT EACH VALVE. \ SCH 40 TEL OR ELL ELECTRIC CONTROL VALVE POP-UP SPRINKLER ASSEMBLY . .. NO SCALE `yµ H7F SURVEYED: DUVALL AVE NE DRAWING NO. LS9 ,� of xA CITY OF RENTON �' r ! DRAWN BY; OSB PUBLIC WORKS DEPARTMENT :r �_ 'P PROJECT N0. 2141779045 T„ �, � 'A I DESIGN BY: DCS TRANSPORTATION DIVISION I ) CHECK BY: Parametrix CONFORMED SET IRRIGATION FED AID NO / le /¢ ,os.um nvewa: vxre,ro APPROVED FOR CONSTRUCTION DATE FEB 2021 9p\g2, �v PROIMGR: CMC wruw.wn:wcwrou9.3,,, ',,,., DETAILS 'fig 53S1 oN.Y T xo aO MOO r a�en.sres BY `-..5 /E _. DATE:J_?.1" .- ' SF'IEET 9�F 9 SHEET NO. 86 OF 94 NUMBER ..II VISION DESCRIPTION BY APP. DATE , cx.AAf FILE:PU2 14 1779045-LS.dwg_ •+"'�••." I / WORKZONE A,SHEETS TC2 AND TC8 WORKZONE F,SHEETS TC6 THROUGH TC7 1. CONTRACTOR TO PROVIDE TRUCK DETOUR PER SHEET 1. INSTALL TEMPORARY TRAFFIC SIGNS. TC8 PRIOR TO CONSTRUCTION. 2. INSTALL TRAFFIC SAFETY CONES AT NIGHT. 2. INSTALL TEMPORARY TRAFFIC SIGNS. 3. SAWCUT EXISTING PAVEMENT. s 3. INSTALL TRAFFIC SAFETY CONES AT NIGHT. 4. EXCAVATE ROADWAY IN WORK ZONE. 4. SAWCUT EXISTING PAVEMENT. 5_ TRIM AND COMPACT SUBGRADE. 5. EXCAVATE ROADWAY IN WORK ZONE. 6. PLACE CRUSHED SURFACING TOP COURSE. 6. INSTALL DRAINAGE AND STRUCTURES. 7. INSTALL CONCRETE MEDIANS. 7. TRIM AND COMPACT SUBGRADE. 8. REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFIC 8. PLACE CRUSHED SURFACING TOP COURSE. SAFETY CONES. 9. INSTALL CONCRETE SIDEWALK AND CONCRETE CURB AND GUTTERS. 10. HMA ROAD AND BIKE LANES. 11. REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFIC SAFETY CONES. NOTE TO CONTRACTOR: WORKZONE B,SHEETS TC2 1. INSTALL TEMPORARY TRAFFIC SIGNS. CONSTRUCTION SEQUENCING DESCRIBED APPLIES TO THE WORZONES OUTLINED IN 2. AWCUTEXISTINGPAVEMENTSATNIGHT. THIS TEMPORARY TRAFFIC CONTROL SET AND IS NOT REQUIRED TO BE FOLLOWED. IT 4. VATE ROADWAY IN WORK ZONE. 5. INSTALL DRAINAGE AND STRUCTURES.ABANDON OR IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FINAL WORKZONES, TEMPORARY REMOVSTING DRAINAGE AND STRUCTURES. 6. NSTALLELIGHTING FOUNDATIONS AND UNDERGROUND TRAFFIC CONTROL, AND CONSTRUCTION SEQUENCING PRIOR TO ANY CONDUIT POWER. CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE 7, TRIM AND COMPACT SUBGRADE. 8. PLACE INSTALL CRUSHED SURFACINGSTOP IDEWALK COURSE. WORKZONES TEMPORARY TRAFFIC CONTROL, AND CONSTRUCTION SEQUENCING 9. CONCRETE SIDEWALK AND CONCRETE CURB AND GUTTERS. WITH THE CITY PRIOR TO ANY CONSTRUCTION. 10. HMA ROAD AND BIKE LANES. 11. REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFIC SAFETY CONES. WORKZONE C THROUGH E,SHEETS TC3 THROUGH TC5 1. INSTALL TEMPORARY TRAFFIC SIGNS. 2. INSTALL TRAFFIC SAFETY CONES AT NIGHT. 3. SAWCUT EXISTING PAVEMENT. 4. EXCAVATE ROADWAY IN WORK ZONE. 6. INSTALL AND TEST WATERMAIN AND HYDRANTS. ABANDON OR REMOVE EXISTING WATERMAIN AND HYDRANTS. 7. INSTALL DRAINAGE AND STRUCTURES.ABANDON OR REMOVE EXISTING DRAINAGE AND STRUCTURES. 8. INSTALL LIGHTING FOUNDATIONS AND UNDERGROUND CONDUIT. 9. CONSTRUCT FORMWORK FOR PROPOSED WALLS. 10. INSTALL UNDERGROUND CONDUIT AND POWER UTILFTY VAULTS. 11. TRIM AND COMPACT SUBGRADE. 12. PLACE CRUSHED SURFACING TOP COURSE. 13. INSTALL CONCRETE SIDEWALK,WALLS,AND CONCRETE CURB AND GUTTERS. 14. HMA ROAD AND BIKE LANES. 15. REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFIC SAFETY CONES. \PMwRLeo SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. TC1 =`C A4,GF6f.C DRAWN BY: UD PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 DESIGN BY: DVS TRANSPORTATION DIVISION f'arametrix CONFORMED SET FED AID NO. CHECK BY: JLD TEMPORARY TRAFFIC CONTROL APPROVER FOR CONSTRUCTION ssuls Q' i0191�TH AVENUE SE.SURE too 7� CONSTRUCTION SEQUENCING • DATE: fE62021 4�' ado PROD MGR: CMC PirrnuUm. F.253TGN 96JT4 53664 5f00 F.2536016T99 BY: . /`J'i DATE:1/1L/' l SHEET NO. 87 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE W�'AL ,,� „„ FILE:PU214177904S-TC.dwg wr4�,4w r SHEET 1 OF 8 GENERAL NOTES: SIDEWALK CLOSED 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR Kh airr GUIDANCE PURPOSES.CONTRACTOR MUST SUBMIT AHEAD �R o A D ♦ ' lik. , TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF J. I _CROSS HERE J s w ROAD RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK w END v , ,R• D » r ' s WORK m • BEGINNING IN ANY WORK ZONE. Z�Xl Rll 2 , !t J AHEAD 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN ROAD WORK111 \ \ \ icHT LAN \a y ! , �,y` THE DEVELOPMENT OF THE TEMPORARY TRAFFIC 1 CLOSED CONTROL PLANS INCLUDE: )2_ 4 1 ' "' \ Ply Oh v4 H E A 1 5' v 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: '1.-- ► y ; • 4 SINGLE-LANE CLOSURE FOR MULT-LANE 4, 4 I 4; 4$" ROADWAYS • �\ ` 20 { 1 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: • � "' DOUBLE-LANE CLOSURE FOR MULTI-LANE W, IL) ROADWAYS WORKZONE A 1 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: \ i � _ 48�X48� D ' ► LEFT LANE AND CENTER TURN LANE CLOSURE-5 ® ® ® ® ® ❑ El I ° 1 ❑° ❑° O ❑° LANE ROADWAY ® ®—f4L T� —�— �—®— —®—@r —.1g-gi-- -� ° — — — — 2.4. MUTC FIGURE 6H-13:TEMPORARY ROAD EOM-�®— ® CLOSURE(TA-13) - 225'MIN.TAPER 350' 350' — 350' 2.5. MUTCD FIGURE 6H-22:RIGHT LANE CLOSURE ON Fwil _ F FAR SIDE OF INTERSECTION(TA-22) 2.6. TCD FIGURE 6H-23:LEFT LANE SIDE OF INTERSECTION(TA-23) ON <n FAR I H '+ 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES w DUVALL AVENUE NE -) j DURING CONSTRUCTION.PLACE RIGHT TURN ONLY, z R3-5(R),SIGNS FOR ALL DRIVEWAYS WITHIN THE RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. • - I k a• • SOUTH BOUND DUVALL AVE NE CLOSURE *�� 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". SCALE IN FEET 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE 0 2 40 DESIGNATED. PEDESTRIAN HANDLERS REQUIRED ON-SITE THE - *op, It ,. _» w ROAD SIDEWALK CLOSED I ¢ 8. DURATISIGNAL IOS NOT HEEPPROJEC ,INCLUDING WHENRHAWK «. «v A. AHEAD _ a :: `. s ;»y ' �' WORK �� r. `as 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7, , > i AHEAD CROSS HERE LANE ENDS `' LEGEND: A D � s, r c �� R9-1 MERGE ' , , e -� - ` 24"X12" LEFT t °.'' , - « »`x .� .` "• �� ROAD FLAGGING STATION ".. , �. .. )„ i:, . -• ' SIDEWALK CLOSED . I— RIGHT LANE WORK ,I. ',Q. « RIGHT LANE a + n AHEAD AHEAD TEMPORARY SIGN LOCATION ! . a ,' CROSS = MUST MUST YY9-2 SIDEWALK CLOSED '� END r *'•7 C HERE_ O ` 4$„ •>"� ® CHANNELIZATION DEVICE • 7. TURN RIGHT TURN RIGHT I ilf _y ROAD WORK '',,lt� riy Li 2 z R3 w2a, • ® WORK ZONE CROSS HERE JI '* , , .4' .i i ilt 36„X36" . i« ), . „ 48" TYPE 3 BARRICADE nJM 2n#` + « A ` \ \ \ HORIZONTAL RECTANGULAR BLACK ARROW t..- .' ...__ PANEL WITH YELLOW ARROW J4 • v:.' 441,4 ,4 ,,, , 1:'i.:'7;4:".' ..,1 1'4±-,:, ,,,..7,,, .-. , _ , _.... _ WORKZONE � � � � TRAFFIC FLOW DIRECTION W ZONEB — — ' ' —DUVALL AVENUE NE - — — — — — — — -�- — — 4 — — — — — "' 350' 350 } i sy y w QQ y i �s a z ft ' �` .. ° ROAD �� . WORK le. + . `� f{ DUVALL AVE SOUTH 100.BOUND SINGLE LANE CLOSURE \ ```„` 2V " "' _ .. y 6 SCALE IN FEET - ,�, `„ "'M �'A.,. ' 36* r„1G" ".. 4 oil 0 40 80 YAR4 SURVEYED: TC2 �� e DUVALL AVE NE DRAWING NO. _� do` , c'e DRAWN BY: UD CITY OF RENTON A.a� PROJECT NO. 2141779045 U ..4r •• Q. p PUBUC WORKS DEPARTMENT Y. DESIGN BY: DVS " Parametrix CONFORMED SET TRANSPORTATION DIVISION FED AID NO. CHECK BY: RD TEMPORARY TRAFFIC CONTROL �q ,�A' APPRO FOR CONSTRUCTION DATE: FEB 2021 �� .'�CrsTG."' {�'- snsTM WASHI se.N90 Tao -_... PROD MGR: CMC P 1939THYALLUPAVENUE E SUITE xay. WORKZONE A AND B _ NUMBER REVISION DESCRIPTION BY APP. DATE 'TONAL G3` minim» FILE:PU2141779045-TC.dwg ...w.+,•.io.� swans BY: DATE:�L�L SHEET 2 OF 8 SHEET NO. 88 Of 94 tab ' \ # GENERAL NOTES: iWw* 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR ♦ �► ROAD \ GUIDANCE PURPOSES.CONTRACTOR MUST SUBMIT ♦ ` . WORK r ♦ TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF 4 ` 4 4 • AHEAD I 1 1 l {' Artiers' RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK / • , je. r BEGINNING IN ANY WORK ZONE. ks ♦ 4 �: t c,► , W ' j 1 / ',` Z h I 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN 4.- f W201 . . r • THE DEVELOPMENT OF THE TEMPORARY TRAFFIC i "X3cr •,� `' . «e� CONTROL PLANS INCLUDE: Y "4 I ^�-{ J 2,1, WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: - SINGLE-LANECLOSURE FOR MULT-LANE ��►►'r� ' .4 y • v * J :i=��.•• * ROADWAYS •-,'¢'' �¢ 2,2, WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: y •:. , ,',y DOUBLE-LANE CLOSURE FOR MULTI-LANE DUVALL AVENUE NE : , ` ROADWAYS 350' �� — 350'— — — — F `'� ;;` gib 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: Is' — _ ' , O LEFT LANE AND CENTER TURN LANE CLOSURE 5 �� = w LANE ROADWAY ..: m 2.4. MUTCD FIGURE 6H-13:TEMPORARY ROAD _ _ L. — W CLOSURE(TA-13) — N 2.5. MUTCD FIGURE 6H-22:RIGHT LANE CLOSURE ON — C^ ^ ^ ^ FAR SIDE OF INTERSECTION(TA-22) 4 . - SURE ON „ ♦ :,s • +.. �` t �` ' — *+ t�`'1�F * J 2.6. AR SIDE OF INTERSECTION(A-3)CLOSURE _, f —-- 20' atp ir' iv._\\ U 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES w 4 RIGHT LANE SIDEWALK CLOSED MIN. " `F ., AHEAD ; . ROAD \ I- DURING CONSTRUCTION.PLACE RIGHT TURN ONLY, .� •" °., • I RIGHT LANE MUST �� i i r NARROWS r R3-5(R),SIGNS FOR ALL DRIVEWAYS WITHIN THE ♦ 3r� TURN RIGHT CROSS HERE I SIDEWALK •CLOSED y w RESPECTIVE WORKZONE. '� w r MUST lF AHEAD i i . If_!ROAD .' TURN RIGHT .' '''+► R3-Z „ T24 Cl CROS E ( rnr« f + • 4. MAINTAIN PEDESTRIAN ACCESS DURING WORK LANE ENDSy _r �• • ' CONSTRUCTION. AHEAD ,. �ki" MERGE ! R k'1 � = R9 1 • LEFT 36 z S 24"X > • 34 x36� 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. 6.A. �' W END Z tt,.0 l 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO tokit, - til LESS THAN 48". '' i _ •,iv. _ ri , f ► ROAD WORK /ii , 48" X48" V. ,• - '+ ' J ROAD i �, * 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE '-* _ '5- G2I1.2 I WORK �rii. �� l DESIGNATED. - 48"x24 AHEAD 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE DURATION OF THE PROJECT,INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. W20-1 TRUCK ROUTE DETOUR SEE SHEET TC7. G x 3EEND: yy J[S♦ � ♦ ,r♦. r 4r = FLAGGING STATION ti? �' `` �� iv 14 TEMPORARY SIGN LOCATION . .:tr . SIDEWALK CLOSED ; � I * r , t _ CHANNELIZATIONDEVICE •.� ` ; :• ' CROSS A j WORK ZONE CR N <, j� 91y h q M. h k�. . 24" a»kai wr ♦_.� .- \ \ TYPE 3 BARRICADE K._ r -i _ ♦ . w • .,"�� ' '" ' •'' y "f`• f` f-_ Z HORIZONTAL RECTANGULAR BLACK ARROW — - :. t DUVALL AVENUE NE - .� - - - - — — - - I - I PANEL WITH YELLOW ARROW � _ _ — > \\\\a`ii.. ` ` r.. ^ ----""rv"+Ite°� �^, ss. � — E- TRAFFIC FLOW DIRECTION 0 \\\\\\\\\\\`:.mac-'r��.. •- �`� ��aaa��:. `��:i�a�� ►�� •' ; 'i�aaa��ce:: ��r��i��:.��:r� `� _`�`��r� '� w "'t—"'•r:. \\.\\\\\\\\\\\\\\\\\\��i�`�VIL. \��``��L��\�\ WORKZONE C \\��\`� 1- eilA ��\\�`\6.X w Z _ INTERSECTION CLOSURE LASTING LONGER • .,* t _ ..- ..„,_- r- . . - \fis. . _ THAN 24 HOURS REQUIRES CITY APPROVAL `t o t . ,, U 'yy 4 `C _ —I Q set C SE +,... ,�, fit. - - •...T♦ SIDEWALK CLOSED / BE ' ' • •,. �,,� ISIDEWALK CLOSED - END Q # + AHEAD H I PREPARED '�*c ''I AHEAD W20-7A TO STOP ' ,� ROAD WORK `' -, CROSS HERE W g . 36 x36 s ,�z .. { CROSS HERE It° 4 c 24"X12 b. . •' - e..4. 2 - "x24" :F 36 W O \ ;RK ) . :mac 4 ROAD ; E w 0 ) AHEAD .�. ....4i, �`e, t .. I I ' - '� AVE NORTHBOUND SINGLE LANE CLOSURE S yye�s �'� • 1� SZ - L _•. W20-1 SCALE IN F VALL E • FEET - .. r 48"x48"- .. r� 0 40 80 ��PMAE4,,C' DRAWN D. BY CITY OF RENTON DUVALL AVE NE DRAWING NO. TC3 '� 4•��gJi � DRAWN BY: CID t7 PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 U y $ DESIGN BY: DVS CONFORMED SET TRANSPORTATION DIVISION Para metri x FED AID NO. CHECK BY: 1LD APPRO D FOR CONSTRUCTION TEMPORARY TRAFFIC CONTROL -- DATE: FEB 2021 �,•.. . eo1 " PROJ MGR: CMC 101031T«AVENUE SE.SNIE100 WORKZONE C PUYALUP.W,�y,P O" 7. na ea aeon r asS.ew°n9 BY: DATE:7�I SHEET3OF8 SHEET NO. 89 OF 94 NUMBER REVISION DESCRIPTION By APP. DATE -• ,,,,,,,.,, FILE PU2141779045-TC.dwB .".�0w� m•.." ^ .t • _ ,^ Y / \ GENERAL NOTES: ' i « 'r • � 1 ROAD ` 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR I- GUIDANCE PURPOSES.CONTRACTOR MUST SUBMIT '� :* "�`ot '.ice f •.a 'tiF .s• f t . 'f \/WORK (I') "�`- p TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF END a . i 7 AHEAD = RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK ROAD WORK Y • ► . u+rfir BEGINNING IN ANY WORK ZONE. • S•' II* = w _ 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN �•Y • .� G ^+a �. r h •* I Z THE DEVELOPMENT OF THE TEMPORARY TRAFFIC 't48:'i D . "4' + ' • tj` . - `If ,,71 CONTROL PLANS INCLUDE: • r '$ .` s-' "t �" 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: f- — _ r,.h � ` *~ S SINGLE-LANE CLOSURE FOR MULT-LANE — — 4 — _ _ DUVALL AVENUE NE - �,, s" �, E- �; F.- ROADWAYS j _ y� ®'®� ® EoT® CS 1� ®�� ® d ® 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: b„• — -- E_,O O O O p - - '- • • ® ® �-�7-L�J ® 0 ® a \\ \ DOUBLE-LANE CLOSURE FOR MULTI-LANE 11 0 0 0� t O 2--i� © ❑�fl 0-2 O RV O I-- ! --as NI.0 �� 0 C°7 O 2- E 12-0 E--QI -- - - ROADWAYS WORKZONE D ��+ 14 - p o 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: f • ,� - �. OO op ti ‘,.N.:>>> LEFT LANE AND CENTER TURN LANE CLOSURE-S ti ��,, 0' , LANE ROADWAY • E r' _ r�it. 4' * 2.4. MUTCD FIGURE 6H-13:TEMPORARY ROAD 350' ^ I� 350' �'-225'TAPER, • - _ 450' k 225'TAPER 4 �'» CLOSURE(TA-13) ._^ < - - a {� ^ '4i at- .: 2.5. MUTCD FIGURE 6H-22:RIGHT LANE CLOSURE ON i' •Y 'k. - �' ' ` FAR SIDE OF INTERSECTION(TA-22) LU: HT GHT LANE i • a`' 25• •► F • 2.6. MUTCD FIGURE 6H-23:LEFT LANE CLOSURE ON k. I •T'^.,•a r , •r` ' g ) Als .; '� 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES J , TWO LANES • n: W \ ��'�+ 4 ROAD DURING CONSTRUCTION.PLACE RIGHT TURN ONLY, CLOSED - • •' Al, WORK R3-5(R),SIGNS FOR ALL DRIVEWAYS WITHIN THE Z 3-"-" ` Z t AHEAD RESPECTIVE WORKZONE. ..is - AHEAD • t,. (1) - -,I v \ 4.; : W/B -, _ .• . . ; . sI LEGEND: 4. MAINTAIN PEDESTRIAN ACCESS DURING 48'x48" W20-501 CONSTRUCTION. ROAD 48°X48° WORK 414 FLAGGING STATIONa 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. AHEAD KI TEMPORARY SIGN LOCATION 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO ROAD WORK LESS THAN 48". AHEAD " r . ..`�' wIll1 ® CHANNELIZATION DEVICE • 48"X4$a �Q 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE • • • WORK ZONE DESIGNATED. h \ \ \ TYPE 3 BARRICADE 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE 1 W20-1 DURATION OF THE PROJECT,INCLUDING WHEN HAWK 48aX48' HORIZONTAL RECTANGULAR BLACK ARROW PANEL YELLOW SIGNAL IS NOT OPERATIONAL. * I I 1I I ARROW 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. -1\._ - <_ TRAFFIC FLOW DIRECTION ./ . .•• . upP ..I— mr 7 - ,G,i ....1 . t ..riliri.. '''''' ... _ - -Iita•1 '11 4..14-11) SIDEWALK CLOSED _, ..attataaa. •, • 'h ` \\1 10!‘--4-11 s' ¢. tAW- 8 L , ROAiblr o AD 'P , ROAD s �`� \ t: LEfT LANE r WORK • • 'K yy I AHEAD T CROSS HERE � .• WORK , T 41 • , CLOSED �a, /AHEAD+ ' • ..�,�. , . AHEAD 2_ i •:r►., fi '- ., r.. ••��•YaS'��E'A� \ MAINTAIN ACCESS TO •• �,, • G LEFT-TURN ONLY LANE r ' I DUVALL AVENUE NE I a 1 . . 2 +i ®oil r369Eo ®®r:r1 ;,Oa®Oa®®B4-gIt , ..- .N 1J �+ `fc) wzaSL ' 4: 9 i $ 4111 200'TAPER 350' 350' 350' WORKZONE D .�= ! l W - ......*a*.-•*8 -.1 f/AI. OG , illa .. aa _ Ilip" '14 /0"4 ' Om,011ikat illaj 1.4r. ,. 4 -57_, Ar rWALKOSED +, WORKZONE D !' �' ®-®-� 0 4 Ros~�E f- I ' BE -® _ 1 -�I3-43-0Er3�®b3�p — —� ,+ DI IMF g •• x36 PREPARED - 1 i - •• m -. s- ----__ 0 > : .2„ u, , �, . i _ TO STOP ` ' 41 * -_ —------_________,-- Ls: — f z :, L / , tier,:"VV"- —— DUVALL AVENUE NE ` f'V �� 16 IP L ....1 41. sta A z o �r'/ •6" • 4. o ; • END ow Elk ,jr - ROAD f' (ROAD WORK ROAD : 4 }.., r1tRr M.. Q >. :, AHORK EAD t_ L. AHEAD 1 _a _ DUVALL AVE NORTHBOUND HALF ROAD CLOSURE -N W20-1 W20-1 SCALE IN FEET 51i�I 48"x48" 48"x48" o so 100 1AAJi441 SURVEYED: r� ��PF gv '..• DUVALL AVE NE DRAWING NO. TC4 = l �� DRAWN BY: OD CITY OF RENTON �., ,� c_7 PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 •Q 5 t z'; DESIGN BY: DVS Parametrix CONFORMED SET TRANSPORTATION DIVISION FED AID NO. c) CHECK BY: 1LD APPRO ED FOR CONSTRUCTION TEMPORARY TRAFFIC CONTROL DATE' FEB 2021 aeo3. ¢ nm AVENUE GT SUITEN98,n, SHEET NO. 90 OF 94 / PRO)MGR: CMC ,39THAVENUE Sri,,,,, WORKZONE D •�C13T � 2.604 ecm r 253 roa ea` NUMBER REVISION DESCRIPTION BY AP. DAT'I 'VS/DIAL FILE:PU2141779045-TC.dwg •••..a^+•5 BY: DATE:ZL L SHEET 4 OF 8 IF . .,. 0. t , :' "h' �. f' pR �. �►. - GENERAL NOTES: o v' BE t ; •* r " ROAD 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR _ . 1 •t F PREPARED ZS + ' WORK GUIDANCE PURPOSES.CONTRACTOR MUST SUBMIT Iiiii.i TO STOP TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF - tt .. 4 /ROAD 2c f AHEAD RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK L • } r WORK BEGINNING IN ANY WORK ZONE. H - • HEAD J ) \ — I I l+` 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN W a7` + - Z W3 4 ZO THE DEVELOPMENT OF THE TEMPORARY TRAFFIC ....� 1 ""`- �. . AI 36"x36" • ,48"x481L CONTROL PLANS INCLUDE: +may SIDEWALK CLOSED 1I- SIDEWALK CLOSED 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: ">•' —I" - SIDEWALK CLOSED `a 4 •iv . END �. 0 8 KEEP ~— AHEAD W20- .. AHEAD SINGLE-LANE CLOSURE FOR MULT-LANE ., F, 48"x484 Imp AHEAD ai CROSS HEREROADWAYS .-t ROAD WORK IG CROSS HERE `�'� RE— 2.2. WSDOT STANDARD TRAFFIC CONTROL PLANTC4: T = -' • 4 - • • T • ♦ i - o;, DOUBLE-LANE CLOSURE FOR MULTI-LANE R HT X CROSS HE 48'Ix2 1 tie ` .•ming:".... .+w�►. '.wi "X12" . r • t i ♦ 1 tiTS �;� OJ23t \\\N\\, \\-\ c s �� • w.: , ...g - \��\ \ m- -® _ "$ �� WORKZONE E ` ! t ` w 2.4. MUTCD FIGURE 6H-13:TEMPORARY ROAD p �� ; ` \f N CLOSURE(TA-13) c �r 4 L°J ® ® ® 1. ® uLEN p I F F - - I - ` ® �-p p ® �}p lo}p po po--� op 7 ® ® c ® - * 2.5. MUTCD FIGURE 6H-22:RIGHT LANE CLOSURE ON ® I�- -L4 I-C p� ® � g '. ' Z FAR SIDE OF INTERSECTION(TA-22) a .. 11J� F r *. J 2.6. MUTCD FIGURE 6H-23:LEFT LANE)CLOSURE ON ` ',S ' -, DUVALL AVENUE NE * ♦ = FAR SIDE OF INTERSECTION(TA-23) s Y : ':�< DUVALL AVENUE NE u 225' .4., 225 r .... ` r _ ` j r" 3. 350' 350' {3SO' }. TAPER �- TAPER . ..`. y v * - y Q MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES monikie , _ # ,} } • I- ~ DURING CONSTRUCTION PLACE RIGHTTURN ONLY, S `a, A. y • >t o * R3-S(R),SIGNS FOR ALL DRIVEWAYS WITHIN THE s • • ` • •E L. • • + 3 "' ti`, ( 6 RESPECTIVE WORKZONE. CNI / '' '� ROAD ��` 4. MAINTAIN PEDESTRIAN ACCESS DURING 3 :;... , z. e. 1 _ _._'� ..,. WORK ' i._ ... _ E11 CONSTRUCTION. A. • aLEFT LANE .,.' 1, _ `-`_ ► AHEAD . ,,,4 -; ., L,.r. . Z o W�o- BE J� r4 CLOSED a 44 ,� , • , o • PREPARED ` �"" S. OPEN TRAVEL LANE SHALL BE NO LESS THANIOFEET. AHEAD ' 2(R) i' • s t ! AL TO STOP 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO r .'� ,s' WZO-Y 1 14 ti' . LESS THAN 48"T jr, • a, _ . - 4 -• 48"X48" .. <, .•.. ' . _ V. <' ! 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE # W20-SL . . ,- t ' • e . 4 ; Q X DESIGNATED. E ROAD "x48 r x s-.�, i ROAD WORK �' $ , �' WORK 36 8. PEDESTRIAN HANDLERS RECIUIREDON-SITE FOR THE AHEAD DURATION OF THE PROJECT,INCLUDING WHEN HAWK - AHEAD \ SIGNAL IS NOT OPERATIONAL. ' 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. -- W20 1 W20-1 LEGEND: 48"X48" TURN ARROWAS NEEDED48"X48" FLAGGING STATION A. * ! 7 !IR i/A—f 2'- 1� \.;\ #,^ =, i b TEMPORARY SIGN LOCATION e: t • - . 1 ,.�, !) j `IGHT LANE Yr ' +¢T■ + ' ID CHANNELIZATION DEVICE ROAD c " *4 a•.� y CLOSED ROAD WORK -. 2 +� t _4 .* 4' �§ AHEAD .r r WORK J' " #. - ' J t AHEAD ® WORK ZONE AHEAD �;3J G �„, , '_ y1 RIGHT LANE ••• $ .' ^ 2 r ° TYPE 3 BARRICADE It '. MUST t- to f ,.. a.` W20-5R _ f ..A 200'TAPER TO MAINTAIN Mak " a" t HORIZONTAL RECTANGULAR BLACK ARROW { + -' '" , W20- - - ,(TURN RIGHT 1 t RIGHT TURN LANE ACCESS "- ' :4 350' iii.350' 4H X48 350' ZO 1 Ifs I PANEL WITH YELLOW ARROW >O `�� '�. �� P ''' x4 R3-6- - j 4 1 .• . a •JO a' .. nX48 f TRAFFIC FLOW DIRECTION G. Q WORKZONE ENxix\,, ,�� y ` jj is ti ...... 44404, xN‘.,,\.".Ems} �� .. M. • " , •*, t *4• • — _ - _ • - ' *,L!' ... r �"N'i►1►. t' ' - DUVALL AVENUE NE 44, i ."= 1. E N D ROAD r. �, di "', WORK \ > ROAD a-" • AD WOR K f .J!.., AHEAD 3 uw ,il.. ilil .E - A. ' . 48"x24" " ` ►. 11,...." DUVALL AVE SOUTHBOUND HALF ROAD CLOSUREv ♦_ s .. '' 2 CSr `r E TEMPORARY WMI�E PAVEMENT MARKING + l� -".► � SCALE IN FEET /J 48"X48" TAPE TYPE WIDE DOTTED LINE 0 SO 100 �.0Pw RJFc SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. TCS 4. 4,"Y ' i t - DRAWN BY: OD o L. -+ i DESIGN BY. DVS PUBLIC WORKS DEPARTMENT PROTECT NO. 2141779045 Parametrix CONFORMED SET TRANSPORTATION DIVISION FED AID NO. a CHECK BY: JLD TEMPORARY TRAFFIC CONTROL .P APPRO 9 FOR CONSTRUCTION SB"ie C' .o.e lBT1 AVENUE se.sorts im DATE. FEB 2021 :8�R � � PRODMGR: CMC PUYALLUPWAS1NNGIONWIVE _ WORKZONE E F�70NAL '` FILE PU2141779045-TC.dw T �•+e4--�2S3 Bp MO F�m'� _/ SHEET NO. 91 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE „„„,, g BY:/' DATE.VALE__ SHEET 5 OF 8 A k... j , 3i 1 s ¢ GENERAL NOTES: ROAD ,� 1. TRAFFIC CONTROLPLANS PROVIDEDAREFOR., �'� :11Ir ~' J►' WORK "' k. y;.••. GUIDANCE PURPOSES.CONTRACTORMUSTSUBMIT�. ~ AHEAD "4 7 a TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF . tri �` / �r / 00 RENTON FORREVIEWANDAPPROVAL PRIOR TO WORK -- lib w + � BEGINNINGINANYWORK ZONE.• 4 �. � , / i = iii.' ENDiroutunt Z �" - 42. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN ' ` ROAD WORK s• ,• ,..0 , $ THE DEVELOPMENT OF THE TEMPORARY TRAFFIC � _ + A • 2 2.1 CONTROLWSDOT STANDA SNS TANDARD CONTROL PLAN TC3: .t'` •, �it 14 • Are--;-, •,tpALARNO ARD µ SINGLE-LANE CLOSURE FOR MULT-LANE • •+."'OK Y II Jr "' •, . . ,,, , _ •! 41 ROADWAYS 2.2. WSDOT STANDARD TC4. T ~ + - _ _ _ _ _ 4 E- F m 1,:_ > DOADWA�NEDCLOSURE FOR MULTI LANE RD TRAFFIC CONTROL PLAN R YS ' _ DUVALL AVENUE NE — — — / 18 O 1'-p j '-Er ®° 9 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: 1 • a a w LEFT LANE AND CENTER TURN LANE CLOSURE-5 a CO LANE ROADWAY a ❑ ET ❑ / - a ® �_C°7 a i ® vwi 2 4 M OSURE(TA FIGURE)H-13:TEMPORARY ROAD -.r�-- �— �� 2.5. MUTCD FIGURE 6H-22:RIGHT LANE CLOSURE ON _ y , - FAR SIDE OF INTERSECTION(TA-22 =_ �__ . . a. p LEFT LANE 4 .7 ti•� } -x p L' ., •} �. 4 \ _ s '. Z 2.6. MUTCD FIGURE 6H-23:LEFT LANE CLOSURE ON • s t r ! ; r FAR SIDE OF INTERSECTION(TA-23) ," £ -. ".. MUST _ J '`. •� ..+ _ " b '' • .Z' TURN LEFT + Nr, Fes- 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES el s + .[ r _ � c Q DURING CONSTRUCTION.PLACE RIGHT TURN ONLY, t'" s , - nEL 2 R3-5(R),SIGNS FOR ALL DRIVEWAYS WITHIN THE = 36' 6" w , RESPECTIVE WORKZONE. t S.a Y Z ••'fin.,., - • r - 350' + ! , -�,t,�" 350' % `�'�"""t„^'; 4. MAINTAIN PEDESTRIAN ACCESS DURING • CONSTRUCTION. ,,, Ill. ` - �,.; .. , 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. s 1 1 i +1�/f . �" 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO' ROAD • ,� :. lr * S - s LEFT LANE s LESS THAN48". 41- �' WORK LANE ENDS :. MUST ;. ., ' l a 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE _ AHEAD - ;tom. A. MERGE I TURN LEFT DESIGNATED. RIGHT l R3-7 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE - W20-1 36"X36" DURATION OF THE PROJECT,INCLUDING WHEN HAWK 48"X48" W9-2 ROAD W/B SIGNAL IS NOT OPERATIONAL. 48"x48" WORK 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. AHEAD LEGEND: \ Al FLAGGING STATION W20-1 48"x48" KI TEMPORARY SIGN LOCATION CI CHANNELIZATION DEVICE I\.\\I WORK ZONE \ \ TYPE 3 BARRICADE r�-� HORIZONTAL RECTANGULAR BLACK ARROW PANEL WITH YELLOW ARROW �q TRAFFIC FLOW DIRECTION Jr . 9~ ', '_,a' �x 04ir Y ' .. - ..., '�` ,' 1. s a,, ``` ` W WORKZONE F , -, - , .,.• .. e , 4 ® X. ® ® a— # " � ` '' w . m . gg oa a s® ® ® ® �.:® aaaa in w ,. . a — ® p a a ..x. a �' r �� W R O E 1 1• , It•• f n vwi O KZ N F �� a a a a a u, .u a. ❑ — — © r ® ® ® o o a o o ' ® ® ®J,. o a a o a ® ® '.='N�. ® a _ o_a a a o o _ a a LLi .' z . . -- �' a DUVALL AVENUE NE >� >� z . J Q ROAD � " '� spar, ✓. �'. tiM. •litWORK `�., . r '"_ Z AHEAD * ,e ,. `k 1— f.. . ?; s • „A t• Z �.4'. • rJ S r_ w - K.1. r 4 AV. ' - `,.,S NSTRU ION CLOSURE yy`` qy • t r W20-1 • • n. • SCALM FEET • . 48"x48" ` R illy2 . c ,N MA R1F SURVEYED: DUVALL AVE NE DRAWING NO. TC6 CITY OF RENTON `�'� oY� i O� - DRAWN BY: CID PUBLIC WORKS DEPARTMENT ��<' ! PROTECT NO. 2141779045 v N i� DESIGN BY: DVS Parametrix CONFORMED SET TRANSPORTATION DIVISION FED AID NO. tk CHECK BY: JLD TEMPORARY TRAFFIC CONTROL APPR. ED FOR CONSTRUCTION WORKZONE F DATE: FEB2021 oeots F, PROJ MGR: CMC 1019391M.WA""EG.SUREON9.).p / F`n JON�nl.t4' FILE PU2141779045-TC.dw .....P........., /'I �42 DATE:2I�'�I`T SHEET 6 OF 8 SHEET NO. 92 OF 94 NUMBER REVISION DESCRIPTION BY APP. DATE �,�...,�, B VLIlLI\!1L IlV I LJ. •�' 1._ -,,, . 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR �.e t t, �• { GUIDANCE PURPOSES.CONTRACTOR MUST SUBMIT .� _ r, TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF . r �� RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK 41414• " ♦ «% *irrir i ��,,n,, ' , , ' BEGINNING IN ANY WORK ZONE. /A". - _ ' ;: ; j� • 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN r r • i Alir1�`ry a► THE DEVELOPMENT OF THE TEMPORARY TRAFFIC J. * i r� }• `�f N CONTROL PLANS INCLUDE: t • 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: ` ' • , . e ROADWAYS CLOSURE FOR MULT-LANE •r - ' P 1 • � 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: i f Or, DOUBLE-LANE CLOSURE FOR MULTI-LANE \L ROADWAYS ilt Ln . _._ ,.�• ^+�'^' ,► +>r, 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: U F- , j " ' .,t _ LEFT LANE AND CENTER TURN LANE CLOSURE-5 ,; *„,,.., ....... ( 7 "t LANE ROADWAY w t ". Iw `` +y: " iw C) 2.4. MUTCD FIGURE 6H-13:TEMPORARY ROAD _ t a { �'* . w CLOSURE(TA-13) Vl ` '„ '�., r.-s w=...».,�,_ t f ,. „," DD 2.5. MUTCD FIGURE 6H-22:RIGHT LANE CLOSURE ON w _ - ' ,• a LU FAR SIDE OF INTERSECTION(TA-22) N ...amy ..-rt, til 2.6. MUTCD FIGURE 6H-23:LEFT LANE CLOSURE ON ti`s E- FAR SIDE OF INTERSECTION(TA-23) U- V i ® ® ®— rg 18 87 81 81 O ® 1 ® m ® ® ® ,I c © O I E E E1 El m ® 18@ ® T E El 8 E r19 �T ® @r ® 18 18 - , E ® -E. ® 2 LU z .,L ,� Z 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES j r N\\\\\\\\\ WORKZONE F s r. ``'1�'�\ DURING CONSTRUCTION.PLACE RIGHT TURN ONLY, M E M M M E M E E M M M E M M E I] E Ell M M EEE EEEDEE .11;__M .� isE M ® p - E C M ..4 op c E M ®M M o = R3-5(R),SIGNS FOR ALL DRIVEWAYS WITHIN THE H i ` ..+A — — ->'' I— RESPECTIVE WORKZONE. Q --;-- DUVALL AVENUE NE �' • �� n 4. PEDESTRIAN ACCESS DURING MAINTAIN •. .r -_- .-,. R W - '_ fi9ii` ,._ CONSTRUCTION. LEGEND: 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET- FLAGGING STATION 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". KI TEMPORARY SIGN LOCATION 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE M CHANNELIZATION DEVICE DESIGNATED. N\� WORK ZONE 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE DURATION OF THE PROJECT,INCLUDING WHEN HAWK \ TYPE 3 BARRICADE SIGNAL IS NOT OPERATIONAL. HORIZONTAL RECTANGULAR BLACK ARROW \ 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. PANEL WITH YELLOW ARROW - TRAFFIC FLOW DIRECTION LANE ENDS RAF eas , ;. ..i y! NO MERGE �� .+s i1 ROAD rw # RK a ' . • i ► , • RIGHT AHEAD 2� ROAD x WORK AHEAD x • - !� �+ ara><:.,sa `rcr` i r` 48 X,,•W I i 1 x .. `, t ,• _r " ` 225'TAPER *IS- ♦ t MO' 171' 4-. :, �� N20-1 r ., ~ X48° c~i, 1 ;v.� ..i:� — LEFT LANE �G • .. 4114t, , _ 1 j, MUST LEFT LANE1 . ( . N 4 _ tt URN LEFT 1� MUST 1 4 _' ' w • #0. z .. 1- ��. ill L '' y it TURN LEFT t rA . 1 M Y10k r . 4 I J W I d� w 3•, i 20 ''\\N‘P — 4‘ IF ° ri, ... ..„..„.....,..,... . .,.... , w — I.v** f tait as + f 1 . —*IS ... J 1 =° _ — — r N ' IltP ,,. a tR► _ — F. DUVALL AVENUE NE _ __ s' x . ;,' *+ , ' ., ROAD • +- 'Sr` , sir., r: WORK it 9" 1• a. • AHEAD • � � :. ,= > END �� `- " ,, • " -. I ROAD WORK •'„ ' `" _ .: . tI O LOStURE'iv.. `\" • ION`" :,w.W, , ' - » is _ . . +f l - Tz - =4 . it IN FEET ., • +4 4 . g _ f At .> - G +� J� `�+ sY t,tr ,..« -ii " "M r7 •.f }•'''; ,r*. y �. III ir"..I•.-` i" .t"' 0 40 80 ,PMAR/4 SURVEYED. CITY OF RENTON DUVALL AVE NE DRAWING NO. TC7 ,<. a w.,s4, o R� t f — DRAWN BY: PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 U a e "° z X DESIGN BY: DVS Parametrix CONFORMED SET TRANSPORTATION DIVISION FED AID NO. CHECK BY: JLD TEMPORARY TRAFFIC CONTROL t ""�J` > -- APPRO I FOR CONSTRUCTION DATE: FEB 2021 T�. 360I6 a ,ms 39TI AVENUE SE.WPM tro a�0 sE�TE., PROD MGR. CMC WASHING,*98 , i WORKZONE F NUMBER REVISION DESCRIPTION BY 1 APP. DATE I •�SS1JUNA: -4' 0,,,,,,,,,, FILE: PU2 1417 7904 5-TC.dwg ...,..... . 604 fine I BY: i7�� DATE: SHEET 7 OF 8 SHEET NO. 93 OF 94 Fr i -v.*. ,„dr-;,,,. Ar I . . .. 1 ' NI-. '''. ..„ ,' ,..,...--;,,„..447-1.; ,iltin„,,,,....:1-- :- ..-: .i.-'-\''. .., ,i) . , t\ r:&:!!:: •bi \ • -4 r.• •N ma..1` •�I ,, 5Y .. ,� ': . N ` •" ,* ' '. _ ;., t.• .: :,.. ..,,•' •--�'t��' a TRUCK - , • P I �' .'' + DETOUR "! i . 4.f 1► 1: y + k _ �' � - 't F . ' `_T. 'L�.-•: s: . ,� . ! f .'!.. . 4 = L. c`7•+ ±,t . 4 39' 17 M4 9j24 1),.aic;_- ., ' ;; .:; •_ �. • , -, ♦ 1 4! )la..10=.r10,ht iv-Z/,.-' �t1 �•p, DETOUR i •f • `3 --.. 4 . - :;,•, {" ,.+ :,! pry • = y }• +yam t ,. '- _ 4�'k, , -, • ... -..4...r4..._ . --•'• th'0%' of' .• / ,•,; ot••.:.`. . t : IC 1., t t'..t•- -- '--~". •-, .4,.',- - ._-*.4., . ''..i.41 *;.,,. A;---•,... ! •%wli•-1. --,..' ta,it _ t` `-\ . :R' I , .; r is pill • a• 'ill-44.j_.• / • • .a r;+a - ° ,. A 0.:::k, j 11 t�f Y, '�' A "`. s: - gam -;# `4 1. _ 1 m • r. '� )r11 C, a /• • 1 ; '' /; ++_. i`• __...7.•` '- ^. `- A • r'' _ • 4 1_ * . -'2 iss ,.1. , —., \\•:.,. .. .„, : _..,-.,- ‘: to„.„...._ ....L; ..7....._,;.....k. ,,, ii...,.-„,..-.7c.._._:A ,-._ w...,...,..-: .t . - •-..., -_7., ,•:,,Laitfrar .. r . _ ...7•re., Ili • • �.._ \ ___,,,1,, • W II . c: • .'A; .. ,.. �. ` ' i w a,^.• - -, Adz .,., `"w ^ V . s, J s "� Q �S $► i :a of M ."�'. w > 4.1 _a •-•,_- " • ,-.... _ 1 - . -Jr. - 0 i* - .".POP '`ilit 1. 4061; ° ' P le ' . ' . • t •*,,,, '- 0•• 0 e. ' - L._ .. , ' : .....-, .:4'' 0 J. 47- ,7-- -. --:::-... . -._ , , :, , .. L.,.. i ,..: ., . .. ., .4./ 2 _ ; : 4 , ' , -. , P-N ''.;/..'4 . ' . , ., ,, ., ,, . ,„,,, , 2, _ . . .. � . ......,. . .- �t a. , ++ ... *"'tom -Sc-' -. '.S a.�' ..:4C .. .} `.� a, ^y y R { i� • ♦: •. Ili - 1 +cam '' - t r r 7 `.' it! TRUCK i� . wo 44. a •'•• • _ ."K �'� {.....#' 1 I t , '` ! 1 GENERAL NOTES: ' .. * „i of s. • y '� f c • i' w :.5.J�i1 _ '"" ;� 4. 4 I - ♦; 1. DETOUR PROVIDED FOR GUIDANCE PURPOSES. r r .a E ! r` ' .tr +i. 1; -. c. CONTRACTOR MUST SUBMIT TEMPORARY TRUCK �, _ - 1- • ! f : i • • LAN TO THE CITY OF RENTON FOR +' ♦, - e '� r .. REVIEW AND APPROVAL PRIOR TO WORK BEGINNING r DETOUR #• , . :, +� _!1'I r , .•. 4 w•. a—" t. • IN WORKZONE A. K .• ,' . �a F. avt �. ; r a �t• t c' �� ' L ►.' 4.. << WORKZONE A�IE R j� • ,ly t i ' ra J C 1 }'� ! :r f 2. CONTRACTOR TO PROVIDE TRUCK ROUTE GUIDANCE �� r r t1: • i v t •t `•• • �*,.. t' # k +i i SIGNAGE ONLY WHILE WORKZONE A PREVENTS .,�,..,,��/1• y� " jiit' .,.IR I—Id ACCESS TO RIGHT TURN MOVEMENTS FROM 7 SOUTHBOUND DUVALL AVE NE TO WESTBOUND NE y "; -, "'"'' I r,• fir+ NE 4TH ST .. • .; :,I' 'S^«., .-'..,. E ��• , 41 r" 21 :. $ 4TH ST. 11V 4. .41 �, % • ' ' • f - - Y .�" ►. 3. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE • �Q ` "y' "/ •• f t ' DESIGNATED. A a ' _ �c TRUCKalf 1-:4 ;,:. ,. .I;7,�,./'^i Sil .gip' 1 'AP- — = 4 + I J a 1 + ►� ,,- 3R0 �, •� • , ,.ri' ~.-; i .^t. LEGEND. ' r ►° Y + r .• I'f • " k ... EXISTING DESIGNATED TRUCK ROUTE PER ORDINANCE NO.5339 TTT a� s �,,.• J 4` DETOUR _ �,a.r al 'r i . . .` i - �.` --- - . . ". . ,-.Piir'�». .. - sfiiwii WORKZONE A DUVALL AVE SOUTHBOUND TRUCK DETOUR ROUTE"A M4-9(R) II TEMPORARY SIGN LOCATION a, SCALE IN FEET �/ 30"X24" E- DETOUR ROUTE TRAFFIC FLOW DIRECTION 0 500 1000 MART SURVEYED: TC8 z�P w c, CITY OF RENTON DUVALL AVE NE DRAWING NO. 24 AE,of '�`q — DRAWN BY: UD PUBLIC WORKS DEPARTMENT PROJECT NO. 2141779045 c_,• . .• w• gi X DESIGN BY: DVS TRANSPORTATION DIVISION FED AID NO. � CHECK BY: 1Lp Parametrix CONFORMED SET APPROV FOR CONSTRUCTION TEMPORARY TRAFFIC CONTROL �9°°1° PROI MGR: CMC 101J9i'",A..,E�.S.,E'm / WORKZONE ATRUCK DETOUR ROUTE DATE: FEB 2021 �q�.�� 's'°°'"' BY: r DATE:7//6/21 SHEET 8 OF 8 SHEET NO. 94 of 94 NUMBER REVISION DESCRIPTION BY APP. DATE •'rt•!A6 •,,n,,,, FILE:PU2141779045-TC.dwg ...�sam^