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HomeMy WebLinkAboutDuvallAveNE_Vol2_2021-03-31 11x17ProjectNo.:TED4004100ContractNo.:CAG-20-065ContractProvisions—PlansSetAwardAmount:AwardDate:AwardTo:DuvallAvenueNEGeneralBidInformation:BuildersExchangeofWashington,Inc.(425)258-1303CityContact:FloraLee,PE,PTOE(425)430-7303ConsultantContact:CindyClark,PE(253)604-6739ApvedforBid%ofnApprovedforConstructionFundedinpartbytheWashingtonStateDepartmentofEcologyVolume2of2Preparedby:PublicWorksDepartmentTransportationSystemsDivisionRentonCityHall—5thFloor1055SouthGradyWayRenton,Washington98057CityofRentonDate:DEPARTMENTOFECOLOGYStateofWashingtonPublicWorksDepartmentTransportationDivision INDEX TO DRAWINGS SHT NO.DWG NO. SHEET TITLE GENERAL CIVIL NOT TO SCALE VICINITY MAP PROJECT LOCATION -SCHEDULE A 3 106 16 302 106 107 109 101 112 504 706 506 507 510 165 410 164 169 161 7 702 507 104 18 202 203 9 92 525 20 530 9 530 p90 405p p p p506 6 603 121 105 4 403 5 5 5 OLYMPIA BREMERTON RENTON TACOMA EVERETT KELSO CHEHALIS CENTRALIA SHELTON ANGELES PORT ABERDEEN 167 PROJECT LOCATION NOT TO SCALE VICINITY MAP SEATTLE 1 2 3 4 5 6 7 8 9 IN1 LA1 LA2 AL1 AL2 RS1 RS2 RS3 RS4 VICINITY MAP AND INDEX LEGEND, NOTES, ABBREVIATIONS, GENERAL AND WATER UTILITY NOTES AND SPECIFICATIONS SURFACE WATER DRAINAGE AND EROSION CONTROL NOTES AND SPECIFICATIONS ALIGNMENT PLAN - BEGIN PROJECT TO STA 903+00 ALIGNMENT PLAN - STA 903+00 TO END PROJECT ROADWAY SECTIONS ROADWAY SECTIONS ROADWAY SECTIONS ROADWAY SECTIONS 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 RW1 RW2 SP1 SP2 SP3 SP4 SP5 RD1 RD2 RD3 RD4 RD5 RD6 RD7 RD8 RD9 RD10 GR1 GR2 GR3 GR4 GR5 GR6 DW1 DW2 DW3 DW4 WD1 WD2 WD3 SD1 SD2 SD3 SD4 SD4A SD5 SD6 SD7 SD8 SD9 SD10 SD11 SD12 WA1 WA2 WA3 WA4 WA5 WA6 CH1 CH2 CH3 CH4 CH5 PU1 PU2 PU3 PU4 E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 RIGHT-OF-WAY PLAN - BEGIN PROJECT TO STA 903+00 RIGHT-OF-WAY PLAN - STA 903+00 TO END PROJECT SITE PREPARATION - BEGIN TO STA 894+00 SITE PREPARATION - STA 894+00 TO STA 903+00 SITE PREPARATION - STA 903+00 TO STA 913+00 SITE PREPARATION - STA 913+00 TO STA 923+00 SITE PREPARATION - STA 923+00 TO END PLAN AND PROFILE - BEGIN TO STA 52+20 PLAN AND PROFILE - STA 891+50 TO STA 894+00 PLAN AND PROFILE - STA 894+00 TO STA 898+50 PLAN AND PROFILE - STA 898+50 TO STA 903+00 PLAN AND PROFILE - STA 903+00 TO STA 908+00 PLAN AND PROFILE - STA 908+00 TO STA 913+00 PLAN AND PROFILE - STA 913+00 TO 918+00 PLAN AND PROFILE - STA 918+00 TO STA 923+00 PLAN AND PROFILE - STA 923+00 TO END CONSTRUCTION AND ROADWAY DETAILS PLAN AND GRADING - NE 7TH PL NE CORNER PLAN AND GRADING - NE 8TH ST SE AND NE CORNERS PLAN AND GRADING - NE 9TH ST SE CORNER PLAN AND GRADING - NE 10TH ST SW AND SE CORNERS PLAN AND GRADING - NE 10TH ST NE CORNER, AND NE 12TH ST SE CORNERS PLAN AND GRADING - NE 12TH ST NW CORNER DRIVEWAY PLANS AND PROFILES DRIVEWAY PLANS AND PROFILES DRIVEWAY PLANS AND PROFILES DRIVEWAY PLANS AND PROFILES WALL DETAILS WALL DETAILS WALL DETAILS STORM PLAN AND PROFILE - STA 891+50 TO STA 894+00 STORM PLAN AND PROFILE - STA 894+00 TO STA 898+50 STORM PLAN AND PROFILE - STA 898+50 TO STA 903+00 STORM PLAN AND PROFILE - STA 903+00 TO STA 908+00 STORM PLAN AND PROFILE - STA 903+00 TO STA 908+00 STORM PLAN AND PROFILE - STA 908+00 TO STA 913+00 STORM PLAN AND PROFILE - STA 913+00 TO STA 918+00 STORM PLAN AND PROFILE - STA 918+00 TO STA 923+00 STORM PLAN AND PROFILE - STA 923+00 TO END STORM PLAN AND PROFILE - BEGIN TO STA 52+60 DRAINAGE DETAILS OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS WATER PLAN - BEGIN TO STA 898+50 WATER PLAN - STA 898+50 TO STA 908+00 WATER PLAN - STA 908+00 TO 908+18 WATER PLAN - STA 919+00 TO 923+00 WATER PLAN - STA 923+00 TO END WATER DETAILS CHANNELIZATION & SIGNING - STA 891+50 TO STA 898+50 CHANNELIZATION & SIGNING - STA 898+50 TO STA 908+00 CHANNELIZATION & SIGNING - STA 908+00 TO STA 918+00 CHANNELIZATION & SIGNING - STA 918+00 TO END CHANNELIZATION & SIGNING - BEGIN TO STA 52+60 POWER UNDERGROUNDING PLAN - NE 7TH PL TO NE 9TH ST POWER UNDERGROUNDING PLAN - STA 916+50 TO STA 921+50 POWER UNDERGROUNDING NOTES POWER UNDERGROUNDING DETAILS ELECTRICAL PLAN STA 891+50 TO STA 898+50 ELECTRICAL PLAN STA 898+50 TO STA 908+00 ELECTRICAL PLAN STA 908+00 TO STA 918+00 ELECTRICAL PLAN STA 918+00 TO STA 928+50 ELECTRICAL PLAN STA 928+00 TO END AND BEGIN TO STA 52+60 TRAFFIC SIGNAL PLAN AND LUMINAIRE SCHEDULE SIGNAL POLE DETAILS - NE 12TH ST HAWK ELECTRICAL DETAILS LIGHT POLE FOUNDATION & SIDEWALK DETAILS TRAFFIC SIGNAL PLAN AND SCHEDULES CITY OF RENTON DUVALL AVENUE NE BID DOCUMENT SUBMITTAL PROJECT LOCATION -SCHEDULE A DUVALL AVE NENE 4TH ST NE 10TH ST NE SUNSET B L V D UNION AVE NENE 3RD S T MONROE AVE NEUNION AVE NENE SUNSET BLVDNE PARK D R p405 NE 12TH ST HOQUIAM AVE SENE 6TH ST LANDSCAPE LS1 LS2 LS3 LS4 LS5 LS6 LS7 LS8 LS9 PLANTING PLAN - BEGIN PROJECT TO STA 905+50 PLANTING PLAN - STA 905+50 TO STA 913+00 PLANTING PLAN - STA 913+00 TO STA 923+00 PLANTING PLAN - STA 923+00 TO END AND BEGIN TO STA 52+60 IRRIGATION PLAN - STA 891+50 TO STA 902+50 IRRIGATION PLAN - STA 902+50 TO 904+00 AND 908+50 TO 913+00 IRRIGATION PLAN - STA 913+00 TO END LANDSCAPE PLAN - DETAILS IRRIGATION - DETAILS 78 79 80 81 82 83 84 85 86 VICINITY MAP AND INDEX NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-G.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 1 IN1 CJD CJD WATER MAIN IMPROVEMENTS -SCHEDULE B UNDERGROUND IMPROVEMENTS -SCHEDULE C NE 7TH PL NE 9TH ST JLD TC1 TC2 TC3 TC4 TC5 TC6 TC7 TC8 CONSTRUCTION SEQUENCING TEMPORARY TRAFFIC CONTROL - WORKZONE A AND B TEMPORARY TRAFFIC CONTROL - WORKZONE C TEMPORARY TRAFFIC CONTROL - WORKZONE D TEMPORARY TRAFFIC CONTROL - WORKZONE E TEMPORARY TRAFFIC CONTROL - WORKZONE F TEMPORARY TRAFFIC CONTROL - WORKZONE F TEMPORARY TRAFFIC CONTROL - WORKZONE A TRUCK DETOUR ROUTE 87 88 89 90 91 92 93 94 TEMPORARY TRAFFIC CONTROL FUNDED IN PART BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY AND TRANSPORTATION IMPROVEMENT BOARD SECTION 3 & 10, TOWNSHIP 23 N, RANGE 5E. W.W. MAIL BOX SIGN TREE (CONIFER) TREE (DECIDUOUS) MONUMENT (SURFACE) STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN SANITARY SEWER MANHOLE STORM DRAIN CULVERT WATER VALVE HYDRANT WATER METER UTILITY POLE POWER VAULT GAS VALVE LINETYPES: UTILITY POLE ANCHOR TELEPHONE RISER TELEPHONE VAULT SYMBOLS: SURVEY CONTROL POINT SIGNAL POLE STREET LIGHT PEDESTRIAN PUSH BUTTON POWER TRANSFORMER FILTERRA 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.comNUMBERBY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-G.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 LA1 2 CJD CJD RIGHT-OF-WAY EASEMENT (PERMANENT) CURB/PAVEMENT/SIDEWALK PROPERTY LINE GAS BURIED POWER BURIED CABLE TELEVISION BURIED TELEPHONE CONTOUR STORM DRAINAGE SANITARY SEWER WATER FENCE - CHAIN LINK/ METAL CENTERLINE FENCE - BOARD SAWCUT LINE EDGE OF PAVEMENT DITCH ROCK WALL CUT LINE FILL LINE BURIED SIGNAL CONDUIT AERIAL POWER LEGEND, NOTES, ABBREVIATIONS, GENERAL AND WATER UTILITY NOTES AND SPECIFICATIONS SHEET 1 OF 2 ABBREVIATIONS: L AC AP APPROX AVE BOT BOW BP BR BVC C CDF CLR CMP CON CONC CONN CONST COR CPEP CSBC CSTC CULV DEC DESC DET DI DIA DWG DWY E EA ECOLOGY EL, ELEV EP EQ ESC EST EOP EVC EX FL FMON FO FT G GALV GND HDPE HMA HORIZ HT ID IE INCL K.C. L, LT LD MAX ME MH MIN MMA MPH N NOM NST NU OC OD OFF PAV'T PC PCC PI PP PS PT PVC PVI RAD RD RELOC REQ'D ROW, R/W R, RT S SD SDMH SHT SS SSMH ST STA STD STL SW TBBU TCE TEMP THK TOC TYP U/G VC VERT W W/ WD XMAG XPK XRC ASPHALT CONCRETE ANGLE POINT APPROXIMATELY AVENUE BOTTOM BACK OF WALK BEGIN POINT BOTTOM OF RAMP BEGIN VERTICAL CURVE CENTER LINE CONTROLLED DENSITY FILL CLEARANCE CORRUGATED METAL PIPE CONIFEROUS CONCRETE CONNECTION CONSTRUCTION CITY OF RENTON CORRUGATED POLYETHYLENE PIPE CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CULVERT DECIDUOUS DESCRIPTION DETAIL DUCTILE IRON PIPE DIAMETER DRAWING DRIVEWAY EAST, EASTING EACH WASHINGTON DEPARTMENT OF ECOLOGY ELEVATION END POINT EQUAL EROSION AND SEDIMENT CONTROL ESTIMATED EDGE OF PAVEMENT END VERTICAL CURVE EXISTING FLOW LINE FOUND MONUMENT FIBER-OPTIC FOOT GAS GALVANIZED GROUND HIGH DENSITY POLYETHYLENE HOT MIX ASPHALT HORIZONTAL HEIGHT INSIDE DIAMETER INVERT ELEVATION INCLUDING KING COUNTY LEFT LANDING MAXIMUM MAXIMUM EXTENT MANHOLE MINIMUM METHYL METHCRYLATE MILES PER HOUR NORTH, NORTHING NOMINAL NO STEEPER THAN NUMBER ON CENTER OUTSIDE DIAMETER OFFSET PAVEMENT POINT OF CURVATURE POINT OF COMPOUND CURVATURE POINT OF INFLECTION POLYPROPYLENE PIPE PEDESTRIAN SIGNAL POINT OF TANGENCY POLYVINYL CHLORIDE POINT OF VERTICAL INFLECTION RADIUS ROAD RELOCATE REQUIRED RIGHT OF WAY RIGHT SLOPE, SOUTH STORM DRAIN STORM DRAIN MANHOLE SHEET SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD STEEL SIDEWALK TREE BOX BIOFILTRATION UNIT TEMPORARY CONSTRUCTION EASEMENT TEMPORARY THICK TOP OF CURB TYPICAL UNDERGROUND VERTICAL CURVE VERTICAL WATER, WEST WITH WATER DISTRICT SET MAG NAIL SET PK NAIL SET REBAR AND CAP JLD 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 REQUIRED FOR SCHEDULING. REFER TO SP 1-08.0(1). 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY ENGINEERING STANDARDS AND THE 2021 EDITION OF THE ROAD, BRIDGE 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 APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88), AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 (NAD 83/91) 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. 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 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 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 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 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 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 REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE. UNLESS OTHERWISE NOTED, PROTECT ALL UTILITIES FROM DAMAGE WHICH SHALL INCLUDE PROVIDING TEMPORARY SUPPORT SYSTEMS AND SHORING AROUND UTILITIES DURING EXCAVATION. IF AN EXISTING PRIVATE UTILITY CONFLICTS WITH PROPOSED IMPROVEMENTS, COORDINATE THE 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. 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. 5. PRIOR TO ANY SITE CONSTRUCTION THAT INCLUDES CLEARING OR GRADING, THE SITE CONSTRUCTION LIMITS SHALL BE LOCATED AND IDENTIFIED BY THE CONTRACTOR'S PROJECT SURVEYOR AND APPROVED BY THE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. REFER TO SP 1-07.23 AND SP 1-10. 7. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 7:00 AM TO 6:00 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. THE POLICE 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). 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 MINIMUM OF ONE LANE OPEN IN EACH DIRECTION AT ALL TIMES ON ALL ROADS WITHIN THE PROJECT AREA. 9. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY-FOUR (24) HOURS 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). 10. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO FULL DEPTH PER SPECIAL PROVISION 2-02.3(4). OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 11. A TEMPORARY HOT MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN (10) DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. REFER TO SP 5-06. 12. A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 13. SEE THE "STANDARD DETAILS" SECTION OF THE PROJECT SPECIFICATION FOR REFERENCED CITY OF RENTON (COR) STANDARD DETAILS AND REFERENCED WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD DETAILS. 14. SEGMENTS OF THE WORK MAY BE PERFORMED UNDER ELECTRICAL OVERHEAD POWER LINES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN A SAFE MANNER AND IN ACCORDANCE WITH 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 THESE FEATURES ARE NOT SHOWN TO SCALE ON DRAWINGS. 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 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 ANSI/AWWA C105/A21.5-93 STANDARDS. REFER TO SP 9-30.2(6) FOR RESTRAINED JOINT PIPE AND FITTINGS. 2. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 3. ALL WATER MAINS 10 INCH DIAMETER AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCH DIAMETER AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. REFER TO SP 7-09.3. 4. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE COMPLETED UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 5. ALL CONNECTIONS TO EXISTING MAINS ARE TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM 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. 6. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 7.ALL WATER MAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING “PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR 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. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. REFER TO SP 7-09.3(24)A. 8. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND 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 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 7-09.3(23). 9. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN 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). 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. NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-G.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 LA2 3 MEK MEK SURFACE WATER DRAINAGE AND EROSION CONTROL NOTES AND SPECIFICATIONS SHEET 2 OF 2 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 CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 2. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. KEEP PUBLIC AND PRIVATE ROADWAYS/ PARKING LOTS, SIDEWALKS, AND TRAILS FREE OF DEBRIS AND SEDIMENTS. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. FLUSHING OF STREETS WITH WATER WILL NOT BE ALLOWED. 4. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 5. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 6. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 7. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE FILTRATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 8. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 9. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY REQUIREMENTS, WASTEWATER FROM CEMENT CONCRETE MASONRY, OR ASPHALT CONCRETE CUTTING, OR POURING OPERATIONS SHALL NOT BE DISCHARGED INTO STORM DRAINAGE SYSTEMS OR SURFACE WATERS. IMPERVIOUS SURFACES CONTAMINATED WITH SEDIMENT FROM GRIT AND CUTTING, PLANING OR PULVERIZING OPERATIONS SHALL BE VACUUM-CLEANED TO PREVENT CONTAMINANTS FROM ENTERING THE STORM DRAINAGE SYSTEM OR SURFACE WATERS. 10. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON ( MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 11. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 12. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN ( 7) DAYS. 13. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 14. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 15. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 16. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE 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 THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 17. AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS ( AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 18. PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 19. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 20. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 21. NO STAGING AREA IS PROVIDED TO THE CONTRACTOR. ALL STAGING AREAS SHALL BE ON A CONTRACTOR SECURED AREA. ALL TESC REQUIREMENTS APPLY TO THE CONTRACTOR'S OBTAINED STAGING SITE. INSTALL SILT FENCING AROUND ENTIRE STAGING/ STOCKPILE AREAS PER COR STANDARD PLAN 214. 22. NEW STORM DRAINAGE PIPES MAY ONLY BE PLACED INTO SERVICE FOLLOWING TESTING AND ACCEPTANCE BY THE CITY. 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 2. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 3. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 4. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 5. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 6. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 7. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 20. 8. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 9. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 204. 50. STRUCTURES SHALL HAVE: RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 10. LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 11. STORM SEWER LENGTHS ARE MEASURED BETWEEN CENTERS OF MANHOLES AND CATCH BASINS UNLESS OTHERWISE NOTED. 12. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 13. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 14. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS. 15. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " STORM” SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227. 00. 16. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 17. ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ OR PAVEMENT. 18. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04. 3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 19. FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 20. PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. 21. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 22. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 23. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE 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 TEST IS NOT CONCLUSIVE, THEN 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. L2 C1 L3 C2 L1L15DWY AT 4TH STA 0+70.00 N 181206.10 E 1313264.91 DUVALL AVENUE NE LINE ID L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 LENGTH 600.00' 481.50' 214.75' 710.92' 10.08' 190.00' 458.29' 641.71' 56.49' 412.92' 158.11' 95.68' 211.78' LINE/CHORD DIRECTION N0° 01' 00"E N0° 00' 02"W N7° 00' 46"E N0° 00' 03"W N5° 40' 46"W N0° 00' 52"E N0° 04' 37"E N0° 00' 52"E N2° 07' 03"W N1° 19' 44"E N4° 56' 55"E N6° 26' 25"E N4° 57' 04"E DUVALL AVENUE NE CURVE ID C1 C2 C3 LENGTH 195.73' 195.10' 101.24' RADIUS 1599.00' 1594.40' 1602.50' DELTA 7° 00' 48" 7° 00' 40" 3° 37' 11" DRIVEWAYS LINE ID L15 L16 L17 L18 L19 L20 L21 ALIGNMENT NAME DWY AT 4TH PRIVATE DWY CHURCH DWY S CHURCH DWY N GROCERY BACK DWY GROCERY DWY S GROCERY DWY N LENGTH 70.00' 55.00' 75.00' 80.00' 57.50' 70.00' 69.99' LINE/CHORD DIRECTION N89° 59' 00"W S89° 59' 08"E N89° 59' 15"W N89° 59' 08"W N88° 40' 16"W N88° 40' 16"W N85° 03' 05"W HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(91) BASED ON PUBLISHED INFORMATION FROM CITY OF RENTON, POINT DESIGNATIONS 1845 AND 1848. PROJECTION IS WASHINGTON STATE PLANE NORTH ZONE, U.S. SURVEY FEET POINT DESIGNATION 1845 NORTHING: 186170.72 EASTING: 1316637.83 POINT DESIGNATION 1848 NORTHING: 183691.45 EASTING: 1311377.41 VERTICAL DATUM IS NAVD88 BASED ON PUBLISHED INFORMATION FROM CITY OF RENTON, POINT DESIGNATION 1848 POINT DESIGNATION 1848 ELEVATION: 411.28 1051 185736.52 1313366.97 429.14 XMAG 1057 187146.35 1313421.82 406.38 XRC 10561 184998.33 1313293.28 437.81 FMON 10713 185353.57 1313293.38 436.86 FMON 11284 186145.50 1313235.55 423.42 XPK PROJECT CONTROL PT # NORTHING EASTING ELEV DESC PLAN SCALE IN FEET 0 50 100 PLAN SCALE IN FEET 0 50 100 DUVALL AVENUE NE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-AL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL AL1 4NE 9TH STDUVALL AVENUE NE NE 7TH PLNE 8TH STNE 4TH STMATCH LINE STA 903+00, SEE SHEET AL2CONSTRUCTION CENTERLINE D-LINE C-LINE ALIGNMENT PLAN BEGIN PROJECT TO STA 903+00 SHEET 1 OF 2 CONSTRUCTION CENTERLINE SEE ABOVEDVS KMB JLD SEE BELOWPLAN SCALE IN FEET 0 50 100 DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-AL.dwg CITY OF BY: APPROVED FOR CONSTRUCT _____________________ SURVEYED: CMC 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORK TRANSPORTA BID DOCUMENT SUBMITTALDVS KMB JLD APP.DATE N L4 L5 L6 L7 L9 L10 C3 L11 L12 L13L16L17L18L19L20L21CHURCH DWY S STA 0+75.00 N 186112.72 E 1313261.08 CHURCH DWY N STA 0+80.00 N 186202.22 E 1313256.10 GROCERY BACK DWY STA 0+57.50 N 186461.63 E 1313280.07 GROCERY DWY S STA 0+70.00 N 186669.03 E 1313272.38 GROCERY DWY N STA 0+69.99 N 186967.50 E 1313291.49 PRIVATE DWY STA 0+55.00 N 186001.93 E 1313391.05 L8 DUVALL AVENUE NE PT #10561 PT #10713 PT #11284 PT #1051 PT #1057NE 10TH STCONSTRUCTION CENTERLINE PLAN SCALE IN FEET 0 50 100 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-AL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL AL2 5 DVS KMBMATCH LINE STA 903+00, SEE SHEET AL1MATCH LINE STA 915+00, SEE BELOWPLAN SCALE IN FEET 0 50 100 MATCH LINE STA 915+00, SEE ABOVEDUVALL AVENUE NE CONSTRUCTION CENTERLINE C-LIINE C-LIINE ALIGNMENT PLAN STA 903+00 TO END PROJECT SHEET 2 OF 2 JLD PLAN SCALE IN FEET 0 50 100 DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-AL.dwg CITY OF BY: APPROVED FOR CONSTRUCT _____________________ SURVEYED: CMC 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORK TRANSPORTA BID DOCUMENT SUBMITTALDVS KMB DUVALL AVENUE NE CONSTRUCTIONION CENTERLINEENTERL JLD APP.DATE C-LINE ℄ EX R/W EX R/W43'41' 11'11'11'5'11'11' TRAVEL LANE TRAVEL LANETRAVEL LANETRAVEL LANE BIKE LANE TURN LANE EXISTING SIDEWALK VARIES 5.0' TO 5.2' BIKE LANE 6' SIDEWALK 1.5% NST 4H: 1 V NST 2 H: 1 V 1.5% NST 2H: 1 V 6' SIDEWALK 2' 2.0% 1' 11' MEDIAN C-LINE ℄EX R/W EX R/W43'41' 11'11'11'5'11'11' 5' TRAVEL LANE TRAVEL LANETRAVEL LANETRAVEL LANE BIKE LANE BIKE LANE 0.5' SIDEWALK 2'1.5%2.0% TURN LANE EXISTING SIDEWALK VARIES 5.0' TO 5.2' BIKE LANE 6' SIDEWALK 1.5% 5' NST 2 H : 1 V 5' BIKE LANE 0.5' SIDEWALK 2' 1.5%2.0% 5' 1.5% NST 2H: 1 V 6' SIDEWALK 2' 2.0% NST 4H: 1 V NST 2 H: 1 V 1' NST 4H:1V NST 2 H : 1 V 1' 5' BIKE LANE 0.5' SIDEWALK 2' 1.5%2.0% 5' NST 2 H : 1 V 0.5' 11' MEDIAN A TYP SECTION NO SCALE DUVALL AVE STA 891+94 TO STA 899+53 EX HMA PAVEMENT NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RS1 6 DVS CJD 1 9 4" 4" 45 8"6" STA 891+94 TO STA 893+69 STA 897+30 TO STA 879+70 STA 899+30 TO STA 899+53 STA 893+69 TO STA 897+30 STA 897+70 TO STA 899+30 5 2 B TYP SECTION NO SCALE DUVALL AVE STA 900+43 TO STA 905+96 1 9 5 4" 4"6 EX HMA PAVEMENT 4 5 8" 6" 1 9 5 4" 4"6 4 5 8" 6" 2 2 STA 900+43 TO STA 903+26 STA 903+26 TO STA 903+61 STA 904+22 TO STA 905+36 STA 905+66 TO STA 905+96 STA 903+61 TO STA 904+22 STA 900+43 TO STA 900+95 STA 901+75 TO STA 903+15 STA 905+15 TO STA 905+96 STA 900+95 TO STA 901+75 STA 903+15 TO STA 905+15 NOTES: CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. CAST-IN-PLACE CEMENT CONC. WALL AS REQUIRED, SEE DETAIL SHEET WD1 AND RD SHEETS FOR LIMITS. CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101. HMA. CRUSHED SURFACING TOP COURSE. COMPACTED SUBGRADE. SEE LANDSCAPE PLANS. PROTECT EXISTING CURB AND GUTTER TO REMAIN. CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. THICKENED EDGE, SEE DETAIL SHEET RD10. RECYCLED ASPHALT PAVEMENT. MODIFIED CONCRETE EXTRUDED CURB TYPE 6. SEE DETAIL SHEET RD10. SAWCUT. 1 11 12 2 3 4 5 6 7 8 9 10 13 ROADWAY SECTIONS SHEET 1 OF 4 STA 905+36 TO STA 905+66 3 JLD 9 4" 4"5 6 9 5 4" 4"6 9 5 4" 4" 6 9 5 4" 4" 6 STA 895+08 TO STA 898+03 EX HMA PAVEMENT EX HMA PAVEMENT 7 1212 STA 902+12 TO STA 903+96 EX HMA PAVEMENT 7 1212 4 5 8" 6" 4 2" OVERLAY 4 2" OVERLAY 4 2" OVERLAY 4 2" OVERLAY 4 2" OVERLAY 13 13 13 13 13 13 56" 13 13 13 6 5 6" 5 6" C-LINE ℄EX R/W EX R/W42'42' 11'11'11'11'TURN LANE TRAVEL LANE TRAVEL LANETRAVEL LANE 11' TRAVEL LANE VARIES BIKE LANE 3.5'5' EXISTING ARTIFICIAL TURF STRIP EXISTING SIDEWALK 5' EXISTING SIDEWALK VARIES APPROX 2.0-3.2% VARIES APPROX 1.9-2.0% 5.5'5.5' VARIES ≥5' BIKE LANE EXISTING ROAD EXISTING ROAD 1.5% NST 4H: 1 V NST 2H: 1 V 5'VARIES 5' TO 6.5' SIDEWALKBIKE LANE 1' 5' BIKE LANE 0.5' SIDEWALK 2'1.5%2.0% 5' NST 4H:1V NST 2 H : 1 V 1' VARIES ≥5' BIKE LANE VARIES ≥5' BIKE LANE C-LINE ℄EX R/W41.5' EX R/W 5'11'11'11'11'11'VARIES TRAVEL LANE TRAVEL LANETRAVEL LANETRAVEL LANEBIKE LANE BIKE LANE 5.5'5.5' 42.5' 5' EXISTING SIDEWALK TURN LANE 3.0% VARIES APPROX 2.0% NST 4H:1V NST 2 H : 1 V C TYP SECTION NO SCALE DUVALL AVE STA 905+96 TO STA 908+35 8 8 4 5 8" 2" MATCH EX MATCH EX D TYP SECTION NO SCALE DUVALL AVE STA 908+35 TO 909+12 1 8 MATCH EX 115" 4 5 8" 2" 115" STA 906+88 TO STA 908+35 STA 906+22 TO STA 906+41STA 906+18 TO STA 906+53 STA 906+53 TO STA 908+35 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RS2 7 DVS CJD STA 906+41 TO STA 906+88 NOTES: CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. CAST-IN-PLACE CEMENT CONC. WALL AS REQUIRED, SEE DETAIL SHEET WD1 AND RD SHEETS FOR LIMITS. CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101. HMA. CRUSHED SURFACING TOP COURSE. COMPACTED SUBGRADE. SEE LANDSCAPE PLANS. PROTECT EXISTING CURB AND GUTTER TO REMAIN. CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. THICKENED EDGE, SEE DETAIL SHEET RD10. RECYCLED ASPHALT PAVEMENT. MODIFIED CONCRETE EXTRUDED CURB TYPE 6. SEE DETAIL SHEET RD10. SAWCUT. 1 11 12 2 3 4 5 6 7 8 9 10 13 1 9 5 4" 4"6 ROADWAY SECTIONS SHEET 2 OF 4 JLD 9 5 4" 4"6 MATCH EX 4 5 8" 6" 1 STA 905+96 TO STA 906+00 6 5 6" 54" OR 6" 6 5' BIKE LANE EX R/W C-LINE ℄41.5' 5'11'11'11'11'11' TRAVEL LANE TRAVEL LANETRAVEL LANETRAVEL LANEBIKE LANE 5.5'5.5' 42.5' TURN LANE 2.0%2.0% EX R/W NST 2 H : 1 V 1.5% SIDEWALK 1.5% NST 2H: 1 V 5' SIDEWALK 5' 1.5% SIDEWALK 4'4' NST 2H: 1 V TBBU NST 4H:1V NST 2H: 1 V NST 4H: 1 V 1' EX R/W 5'11'11' TRAVEL LANETRAVEL LANEBIKE LANE 3.0% 11' MEDIAN C-LINE ℄ VARIES 1.5% - 2.3% STA 909+12 TO STA 912+94 2% STA 912+94 TO STA 915+80 11'11' TRAVEL LANE TRAVEL LANE 42.5' 5' BIKE LANE 5' EXISTING SIDEWALK EX R/W41.5' NST 4H:1V NST 2 H : 1 V 1.5% 1.5% SIDEWALK NST 4H : 1 V NST 2H: 1 V SIDEWALK 1.5% NST 2H: 1 V 4'4' TBBU NST 2H: 1 V 5' SIDEWALK 5'1' E TYP SECTION NO SCALE DUVALL AVE STA 909+12 TO STA 915+80 8 MATCH EX*** 1 4 5 8" 2" 115"7 1212 4 5 8" 2" 115" 4 5 8" 2" 115" F TYP SECTION NO SCALE DUVALL AVE STA 915+80 TO STA 919+34 1 9 5 4" 4" 1 5 4" NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RS3 8 DVS CJD 2 STA 909+12 TO STA 912+94 STA 912+94 TO STA 913+04 STA 913+04 TO STA 914+27 STA 914+43 TO STA 915+80 2 STA 914+27 TO STA 914+43 STA 918+78 TO STA 919+11 STA 919+31 TO STA 919+34 STA 915+80 TO STA 916+27 STA 916+43 TO STA 918+27 STA 918+43 TO STA 918+78 STA 919+11 TO STA 919+31 STA 916+27 TO STA 916+43 STA 918+27 TO STA 918+43 NOTES: CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. CAST-IN-PLACE CEMENT CONC. WALL AS REQUIRED, SEE DETAIL SHEET WD1 AND RD SHEETS FOR LIMITS. CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101. HMA. CRUSHED SURFACING TOP COURSE. COMPACTED SUBGRADE. SEE LANDSCAPE PLANS. PROTECT EXISTING CURB AND GUTTER TO REMAIN. CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. THICKENED EDGE, SEE DETAIL SHEET RD10. RECYCLED ASPHALT PAVEMENT. MODIFIED CONCRETE EXTRUDED CURB TYPE 6. SEE DETAIL SHEET RD10. SAWCUT. 1 11 12 2 3 4 5 6 7 8 9 10 13 9 5 4" 4" 1 ROADWAY SECTIONS SHEET 3 OF 4 JLD 9 5 4" 4" 1 5 4" 6 6 1 5 4"9 5 4" 4" 6 2 9 5 4" 4" 1 5 4"6 2 1 5 4" 9 5 4" 4" 6 54" OR 6" 54" OR 6" 6 6 6 C-LINE ℄EX R/WVARIES 44.5' TO 52.5' EX R/W VARIES 39.5' TO 42.0' 5.5'5.5' 1.5% 4'11'11'11'11'11' TRAVEL LANE TRAVEL LANETRAVEL LANETRAVEL LANE TURN LANE 2.0% VARIES APPROX 2.0% 5' BIKE LANE 6' EXISTING SIDEWALK SIDEWALK 0.5' 5' EXISTING ROAD 5' BIKE LANE EXISTING ROAD 1.5% NST 4H:1V NST 2 H : 1 V 5' NST 4H:1V 1' 0.5' 5' BIKE LANESIDEWALK 1.5% VARIES MIN 5.5' 0.5' 4H:1V EX R/W VARIES 48.5' TO 48.6' VARIES 31.0' TO 31.4' D-LINE ℄ 1' 2' 3.0% LANE G TYP SECTION NO SCALE DUVALL AVE STA 919+34 TO STA 927+59 MATCH EX 1 9 5 4" 4" 6 4 5 8" 2" 115" MATCH EX MATCH EX 8 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RS4 9 DVS CJD 5" 5" 6 9 5 10 STA 919+56 TO STA 919+78 STA 919+78 TO STA 927+59 STA 919+34 TO STA 919+70 STA 919+70 TO STA 921+85 STA 923+06 TO STA 927+59 STA 921+85 TO STA 923+06 NOTES: CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. CAST-IN-PLACE CEMENT CONC. WALL AS REQUIRED, SEE DETAIL SHEET WD1 AND RD SHEETS FOR LIMITS. CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101. HMA. CRUSHED SURFACING TOP COURSE. COMPACTED SUBGRADE. SEE LANDSCAPE PLANS. PROTECT EXISTING CURB AND GUTTER TO REMAIN. CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. THICKENED EDGE, SEE DETAIL SHEET RD10. RECYCLED ASPHALT PAVEMENT. MODIFIED CONCRETE EXTRUDED CURB TYPE 6. SEE DETAIL SHEET RD10. SAWCUT. 1 11 12 2 3 4 5 6 7 8 9 10 13 ROADWAY SECTIONS SHEET 4 OF 4 H TYP SECTION NO SCALE DUVALL AVE STA 50+83 TO STA 52+269 5 4" 4" 6 1 MATCH EX PAVEMENT 56" 48" JLD 1 54" 54" 42" OVERLAY 6 13 N89° 50' 21.31"WS84° 05' 02.99"ES84° 32' 15.45"ES86° 45' 42.95"ES63° 33' 04.29"ES88° 18' 25.07"E143765-0120 803 DUVALL PL NE 98059 Buza Sharon + Peter 143765-0130 809 DUVALL PL NE 98059 White Connie 143765-0140 815 DUVALL PL NE 98059 Zable John 143765-0150 821 DUVALL PL NE 98059 Whittaker Stuart + Susan 143765-0230 Sia RaymondN88° 01' 15.02"WN89° 35' 08.14"W102305-9303 12744 SE 128TH ST 98059 Mjelde & Heinz PLAN SCALE IN FEET 0 50 100 PLAN SCALE IN FEET 0 50 100 DUVALL AVENUE NE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RW.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RW1 10NE 9TH STDUVALL AVENU E N E NE 7TH PLNE 8TH STNE 4TH STMATCH LINE STA 903+00, SEE SHEET RW2D-LINE RIGHT-OF-WAY TABLE PARCEL NO.TAX PARCEL NO. NAME TOTAL AREA * R/W ACQUISTION UTILITY EASEMENT T.C.E. LTC REMAINDER 102305-9303 MJELDE & HEINZ 32,670 848 32,670 143765-0120 BUZA SHARON + PETER 19,912 146 19,912 143765-0130 WHITE CONNIE 19,145 366 19,145 143765-0140 ZABLE JOHN 15,326 460 15,326 143765-0150 WHITTAKER STUART + SUSAN 15,198 420 15,198 143765-0230 SIA RAYMOND 183,435 2,730 183,435 102305-9112 NGUYEN KNOA + KIMANH 14,825 20 14,825 102305-9277 RENTON SCHOOL DISTRICT No. 403 110,642 1,903 110,642 102305-9081 FRICKS ROBERT 78,843 268 2042 78,843 516970-0095 CHUN RANDALL KING BEU+EVA T 15,673 275 404 437 1,123 15,398 149450-0050 ARGO RENTON, LLC 235,626 2,917 4,819 235,626 516970-0092 KABA INVESTMENTS, LLC 28,385 309 637 28,38521.5'5.0'RIGHT-OF-WAY LEGEND: EXISTING RIGHT-OF-WAY EXISTING PROPERTY LINE CONSTRUCTION CENTER LINE PROPOSED RIGHT-OF-WAY PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPOSED LICENSE TO CONSTRUCT C-LINE RIGHT-OF-WAY PLAN BEGIN PROJECT TO STA 903+00 SHEET 1 OF 2SEE ABOVEDVS KMB JLD SEE BELOW* TOTAL AREA OBTAINED FROM KING COUNTRY ASSESSOR RECORDS N0° 00' 03.00"W N5° 40' 46.15"W N0° 00' 51.69"E S88° 39' 04.24"EN88° 28' 57.31"WS88° 28' 54.31"EN88° 29' 45.92"W143765-0230 Sia Raymond 102305-9112 4637 NE 10TH ST 98059 Nguyen Knoa + Kimanh 102305-9277 Renton School District No. 403 N2° 07' 03.03"W N1° 19' 43.91"E R=1602.50 '=3.62 N4° 56' 54.90"E N4° 56' 54.90"E N6° 26' 25.47"E N4° 57' 03.84"EN88° 36' 37.61"WN88° 46' 39.14"WN88° 48' 55.11"WS85° 04' 21.66"EN88° 38' 43.09"WS88° 37' 31.72"E S89° 00' 26.69"E516970-0095 4628 NE 12TH ST 98059 CHUN RANDALL KING BEU+EVA T 516970-0092 4637 NE SUNSET BLVD 98059 KABA Investments, LLC 102305-9081 1160 DUVALL PL NE 98059 Fricks Robert 149450-0050 4601 NE SUNSET BLVD 98059 Argo Renton, LLC 102305-9277 Renton School District No. 403 DUVALL AVENUE NENE 10TH STNE SUNSET BLVD PLAN SCALE IN FEET 0 50 100 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RW.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RW2 11MATCH LINE STA 903+00, SEE SHEET RW1MATCH LINE STA 915+00, SEE BELOWPLAN SCALE IN FEET 0 50 100 MATCH LINE STA 915+00, SEE ABOVEDUVALL AVENUE NE5.0'5.0'5.0'21.5'5.0'25.0'20.0'12.0'5.0'5.0'C-LINE C-LINE RIGHT-OF-WAY PLAN STA 903+00 TO END PROJECT SHEET 2 OF 2 DVS KMB JLD 5.0'5.0'5.0'RIGHT-OF-WAY LEGEND: EXISTING RIGHT-OF-WAY EXISTING PROPERTY LINE CONSTRUCTION CENTER LINE PROPOSED RIGHT-OF-WAY PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPOSED LICENSE TO CONSTRUCT 7.0'23.0' NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SP.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SP1 12 DVS MATCH LINE STA 894+00, SEE SHEET SP2PLAN SCALE IN FEET 0 20 40 659 NE 7TH PLDUVALL AVENUE NENE 8TH ST14 GENERAL NOTES: 1. SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES. 2. SEE CH PLANS FOR SIGN REMOVAL/RELOCATION. 3. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. 5. SILT FENCE SHALL BE 0.5' INSIDE THE LIMITS OF ROW OR TCE. 1 SITE PREPARATION BEGIN TO STA 894+00 SHEET 1 OF 5 CJD JLD C-LINE D-LINE DUVALL AVENUE NE4TH ST SE434 LF OF 12" PIPE 11 11 11 11 PLAN SCALE IN FEET 0 20 40 10 11 11 PROTECT POLE, COORDINATE WITH UTILITY TO RELOCATE GUY WIRE 9 CURB AND SIDEWALK REPAIR AS NEEDED, SEE SHEET SD9 PROTECT POLE, COORDINATE WITH UTILITY TO RELOCATE GUY WIRE PROTECT POLE, COORDINATE WITH UTILITY TO RELOCATE GUY WIRE 9 PROTECT EXISTING JUNCTION BOX 7 10 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SP.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SP2 13 DVS MATCH LINE STA 903+00 SEE SHEET SP3NE 9TH STDUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 MATCH LINE STA 898+50, SEE BELOWMATCH LINE STA 894+00, SEE SHEET SP1DUVALL AVENUE NE MATCH LINE STA 898+50, SEE ABOVE61 11 11 11 11 REMOVE EXISTING RPMS AND PAINT LINES ON DUVALL AVE NE FROM NE 9TH ST TO NE 10TH ST. SEE CH SHEETS FOR STATION LIMITS. 9 GENERAL NOTES: 1. SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES. 2. SEE CH PLANS FOR SIGN REMOVAL/RELOCATION. 3. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. 5. SILT FENCE SHALL BE 0.5' INSIDE THE LIMITS OF ROW OR TCE. 1 SITE PREPARATION STA 894+00 TO STA 903+00 SHEET 2 OF 5 CJD JLD C-LINE C-LINE 13 6 12" REMOVE EXISTING RPMS AND PAINT LINES ON DUVALL AVE NE FROM NE 8TH ST TO NE 9TH ST. SEE CH SHEETS FOR STATION LIMITS. 5 10 1111 1111 14 14 2 2 11 11 PROTECT EXISTING UTILITIES MATCH LINE STA 908+00 SEE BELOWMATCH LINE STA 908+00 SEE ABOVEMATCH LINE STA 913+00 SEE SHEET SP4DUVALL AVENUE NE NE 10TH STDUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 1 13 13 13 131015 LF NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SP.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/22/2021 SP3 14 DVS CJDMATCH LINE STA 903+00 SEE SHEET SP211 7 GENERAL NOTES: 1. SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES. 2. SEE CH PLANS FOR SIGN REMOVAL/RELOCATION. 3. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. 5. SILT FENCE SHALL BE 0.5' INSIDE THE LIMITS OF ROW OR TCE. 1 SITE PREPARATION STA 903+00 TO STA 913+00 SHEET 3 OF 5 JLD C-LINE C-LINE 1 17 11 17 15 17 10" 33" WEST GAS LINE TO BE ABANDONED AND DEACTIVATED, BY OTHERS WEST GAS LINE TO BE ABANDONED AND DEACTIVATED, BY OTHERS 20 20 20 5 11 11 MATCH LINE STA 918+00, SEE BELOWMATCH LINE STA 918+00, SEE ABOVEMATCH LINE STA 923+00, SEE SHEET SP5MATCH LINE STA 913+00, SEE SHEET SP3NE 12TH STDUVALL AVENUE NE DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 8 9 8 8 8 4 4 4 4 41 5 11 11 55 LF OF 14" PIPE 82 LF OF 14" PIPE 48 LF OF 14" PIPE 221 LF OF 14" PIPE 254 LF OF 12" PIPE 13 11 15 15 9 16 91 LF10 10 4 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SP.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/22/2021 SP4 15 DVS 11 11 11 8 11 1 16 1056 LF 11 LF 30 LF OF 12" PIPE GENERAL NOTES: 1. SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES. 2. SEE CH PLANS FOR SIGN REMOVAL/RELOCATION. 3. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. 5. SILT FENCE SHALL BE 0.5' INSIDE THE LIMITS OF ROW OR TCE. 1 17 17 SITE PREPARATION STA 913+00 TO STA 923+00 SHEET 4 OF 5 CJD JLD C-LINE C-LINE 6 3 3 3 SCHEDULE B - WATER MAIN REMOVAL GAS LINE TO BE ABANDONED AND DEACTIVATED, BY OTHERS WEST GAS LINE TO BE ABANDONED AND DEACTIVATED, BY OTHERS GAS LINE WEST OF ACTIVE GAS LINE TO BE ABANDONED AND DEACTIVATED, BY OTHERS 1 1 1 1 (2) MULTI-STEMMED TREE CURB AND SIDEWALK REPAIR AS NEEDED, SEE SHEET PU2 15 RELOCATE EXISTING MAILBOX, SEE SHEET RD7 1717 17 MATCH LINE STA 923+00, SEE SHEET SP4DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 4 11 11 11 11 4 10 8 8 8 5 267 LF OF 12" PIPE 1147 LF NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SP.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SP5 16 DVS 13 13 11 11 11 11 10 10 129 LF OF 12" PIPE 12 LF7 LF GENERAL NOTES: 1. SEE SHEET LA1 FOR GENERAL EROSION CONTROL NOTES. 2. SEE CH PLANS FOR SIGN REMOVAL/RELOCATION. 3. THE ASPHALT/CONCRETE DEMOLITION LIMITS ARE APPROXIMATE. ASPHALT CONCRETE REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CONTRACTOR AND CITY CONSTRUCTION OBSERVER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD MARKING PRIOR TO DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL NEATLY CUT AND CAP EXISTING IRRIGATION SYSTEM PIPING ENCOUNTERED WITHIN THE LIMITS INDICATED FOR REMOVAL AND CLEARING AND GRUBBING. 5. SILT FENCE SHALL BE 0.5' INSIDE THE LIMITS OF ROW OR TCE. 1 17 17 SITE PREPARATION STA 923+00 TO END SHEET 5 OF 5 CJD JLD C-LINE 3 3 3 SCHEDULE B - WATER MAIN REMOVAL 3 WEST GAS LINE TO BE ABANDONED AND DEACTIVATED, BY OTHERS DUVALL AVENUE NE PLAN SCALE IN FEET 0 10 20 2 3 2 3 1 3 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RD1 17 DVS CJD NOTES: CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET RD10. NOT USED. CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. ADJUST CATCH BASIN. ADJUST MANHOLE. ADJUST VALVE BOX. CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. INSTALL MONUMENT CASE AND COVER. SEE SHEET E10 FOR SIDEWALK DETAIL. CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEGEND: CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE HMA CL 1 2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL 1 2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL 1 2" PG 64-22 FULL DEPTH ROADWAY HMA CL 1 2" PG 64-22 2" MIN OVERLAY 18 19 D-LINENE 4TH STPLAN AND PROFILE BEGIN TO STA 52+60 SHEET 1 OF 10 JLD SIDEWALK REPAIR AS NEEDED, SEE SHEET SD9 ADJUST JUNCTION BOX TO GRADE PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RD2 18 DVS CJD 2 3 EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP)NE 7TH PLDUVALL AVENUE NE NE 8TH ST6 6 NOTES: CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET RD10. NOT USED. CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. ADJUST CATCH BASIN. ADJUST MANHOLE. ADJUST VALVE BOX. CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. INSTALL MONUMENT CASE AND COVER. SEE SHEET E10 FOR SIDEWALK DETAIL. CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEGEND: CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE HMA CL 1 2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL 1 2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL 1 2" PG 64-22 FULL DEPTH ROADWAY HMA CL 1 2" PG 64-22 2" MIN OVERLAY 18 19 106 2 3 MATCH LINE STA 894+00, SEE SHEET RD2C-LINE SEE SHEET GR1 SEE SHEET GR2 SEE SHEET GR2 PLAN AND PROFILE STA 891+50 TO STA 894+00 SHEET 2 OF 10 18 JLD 19 19 PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RD3 19 DVS CJDMATCH LINE STA 894+00, SEE SHEET RD2EXISTING GRADE AT C-LINE (TYP)EXISTING GRADE AT C-LINE (TYP) DUVALL AVENUE NE 2 NOTES: CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET RD10. NOT USED. CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. ADJUST CATCH BASIN. ADJUST MANHOLE. ADJUST VALVE BOX. CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. INSTALL MONUMENT CASE AND COVER. SEE SHEET E10 FOR SIDEWALK DETAIL. CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEGEND: CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE HMA CL 1 2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL 1 2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL 1 2" PG 64-22 FULL DEPTH ROADWAY HMA CL 1 2" PG 64-22 2" MIN OVERLAY 18 19 10 2 3 MATCH LINE STA 898+50, SEE SHEET RD4C-LINE PLAN AND PROFILE STA 894+00 TO STA 898+50 SHEET 3 OF 10 18 18 JLD PROPOSED GRADE AT C-LINE (TYP) 14 14 3 19 PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RD4 20 DVS CJD 2 3 NE 9TH STDUVALL AVENUE NE EXISTING GRADE AT C-LINE (TYP) NOTES: CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET RD10. NOT USED. CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. ADJUST CATCH BASIN. ADJUST MANHOLE. ADJUST VALVE BOX. CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. INSTALL MONUMENT CASE AND COVER. SEE SHEET E10 FOR SIDEWALK DETAIL. CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEGEND: CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE HMA CL 1 2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL 1 2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL 1 2" PG 64-22 FULL DEPTH ROADWAY HMA CL 1 2" PG 64-22 2" MIN OVERLAY 18 19 10 10 8 8 MATCH LINE STA 903+00 SEE SHEET RD5MATCH LINE STA 898+50, SEE SHEET RD33 C-LINE 6SEE SHEET GR3 PLAN AND PROFILE STA 898+50 TO STA 903+00 SHEET 4 OF 10 JLD EXISTING GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) 10 14 2 3 2 3 19 19 PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE DUVALL AVENUE NE NE 10TH STEXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) 2 3 3 3 15 R=25' 6 PROPOSED GRADE AT C-LINE (TYP)PROPOSED GRADE AT C-LINE (TYP) 12 12 13 12 12 2 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RD5 21 DVS CJD 2 3 R=25' 17 6 NOTES: CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET RD10. NOT USED. CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. ADJUST CATCH BASIN. ADJUST MANHOLE. ADJUST VALVE BOX. CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. INSTALL MONUMENT CASE AND COVER. SEE SHEET E10 FOR SIDEWALK DETAIL. CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEGEND: CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE HMA CL 1 2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL 1 2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL 1 2" PG 64-22 FULL DEPTH ROADWAY HMA CL 1 2" PG 64-22 2" MIN OVERLAY 18 19 10 10 10 6 MATCH LINE STA 908+00 SEE SHEET RD6MATCH LINE STA 903+00 SEE SHEET RD4C-LINE 15 10 4 4 SEE SHEET GR4 SEE SHEET GR4 SEE SHEET GR4 R=35' SEE SHEET GR5 SEE SHEET GR5 PLAN AND PROFILE STA 903+00 TO STA 908+00 SHEET 5 OF 10 18 13 JLD 2 3 14 18 19 2 3 2 3 PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE DUVALL AVENUE NE EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) 3 3 PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) 13 14 R=5.5' NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RD6 22 DVS CJD NOTES: CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET RD10. NOT USED. CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. ADJUST CATCH BASIN. ADJUST MANHOLE. ADJUST VALVE BOX. CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. INSTALL MONUMENT CASE AND COVER. SEE SHEET E10 FOR SIDEWALK DETAIL. CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEGEND: CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE HMA CL 1 2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL 1 2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL 1 2" PG 64-22 FULL DEPTH ROADWAY HMA CL 1 2" PG 64-22 2" MIN OVERLAY 18 19MATCH LINE STA 908+00 SEE SHEET RD5MATCH LINE STA 913+00 SEE SHEET RD72 3 C-LINE PLAN AND PROFILE STA 908+00 TO STA 913+00 SHEET 6 OF 10 JLD 3 PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE DUVALL AVENUE NE EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) 13 13 STA 915+60, BEGIN WEST SIDE CROSS SLOPE TRANSITION TRANSITION WEST SIDE CROSS SLOPE FROM -3% TO -2% STA 914+85.2, END WEST SIDE CROSS SLOPE TRANSITION 14 R=5.5' NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RD7 23 DVS CJD NOTES: CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET RD10. NOT USED. CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. ADJUST CATCH BASIN. ADJUST MANHOLE. ADJUST VALVE BOX. CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. INSTALL MONUMENT CASE AND COVER. SEE SHEET E10 FOR SIDEWALK DETAIL. CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEGEND: CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE HMA CL 1 2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL 1 2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL 1 2" PG 64-22 FULL DEPTH ROADWAY HMA CL 1 2" PG 64-22 2" MIN OVERLAY 18 19 10 16 MATCH LINE STA 918+00, SEE SHEET RD8MATCH LINE STA 913+00, SEE SHEET RD6C-LINE PLAN AND PROFILE STA 913+00 TO STA 918+00 SHEET 7 OF 10 JLD 1 10 1016 19 PROVIDE MAXIMUM CONCRETE HYDRANT PAD WIDTH WITHIN ROW PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) DUVALL AVENUE NENE 12TH ST1 66 3 3 R=15' PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) 17 11 13 12 13 R=25' 7 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RD8 24 DVS CJD 8 NOTES: CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET RD10. NOT USED. CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. ADJUST CATCH BASIN. ADJUST MANHOLE. ADJUST VALVE BOX. CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. INSTALL MONUMENT CASE AND COVER. SEE SHEET E10 FOR SIDEWALK DETAIL. CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEGEND: CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE HMA CL 1 2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL 1 2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL 1 2" PG 64-22 FULL DEPTH ROADWAY HMA CL 1 2" PG 64-22 2" MIN OVERLAY 18 19 10 16 MATCH LINE STA 918+00, SEE SHEET RD7MATCH LINE STA 923+00, SEE SHEET RD9C-LINE SEE SHEET GR5 SEE SHEET GR6 SEE SHEET GR6 PLAN AND PROFILE STA 918+00 TO STA 923+00 SHEET 8 OF 10 JLD 10 3 3 3 3 10 16 19 WATER MAIN TO BE ABANDONED PER SP SHEETS MATCH LINE STA 923+00, SEE SHEET RD8DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) 2 3 1 1 PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RD9 25 DVS CJD NOTES: CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE SEE DW SHEETS. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. TRAFFIC CURB PER COR STD PLAN 101. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-03. CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER DETAIL 2, SHEET RD10. NOT USED. CONSTRUCT CAST-IN-PLACE WALL PER SHEET WD1. ADJUST CATCH BASIN. ADJUST MANHOLE. ADJUST VALVE BOX. CONSTRUCT CENTER MEDIAN PER DETAIL 1, SEE SHEET RD10. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B, PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND WD3. INSTALL MONUMENT CASE AND COVER. SEE SHEET E10 FOR SIDEWALK DETAIL. CONSTRUCT 5'X5'X6" THICK CONCRETE PAD AROUND HYDRANT PER COR STD PLAN 310.1, SEE WA SHEETS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEGEND: CEMENT CONC. SIDEWALK CLASS 4000 CEMENT CONC. SIDEWALK/DRIVEWAY ENTRANCE HMA CL 1 2" PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT HMA CL 1 2" PG 64-22 DRIVEWAY APPROACH LANDSCAPE AREA - SEE LANDSCAPE PLANS HMA CL 1 2" PG 64-22 FULL DEPTH ROADWAY HMA CL 1 2" PG 64-22 2" MIN OVERLAY 18 19 8 C-LINE 13 PLAN AND PROFILE STA 923+00 TO END SHEET 9 OF 10 JLD 55 55 WATER MAIN TO BE ABANDONED PER SP SHEETS NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-RD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 RD10 26 DVS CJD 3H: 1 V NST 2 H : 1 V * 1.5% 6"12"6"2 TYP DETAIL NO SCALE THICKENED EDGE10"WIDTH OF SIDEWALK NOTES: OBJECT MARKER SIGN TYPE OM3-L.1 C-LINE ℄ 1 TYP DETAIL NO SCALE C-LINE STA 895+08 TO STA 898+03 C-LINE STA 902+12 TO STA 903+97 C-LINE STA 909+12 TO STA 915+81 1 R5.5' AA 10" 7.5"6"2"2"6"FINISHED LANDSCAPING GRADE R1.5" (TYP) #3 REBAR @ 2' SPACING A TYP MODIFIED CEMENT CONC. EXTRUDED CURB TYPE 6 DETAIL NO SCALE C-LINE STA 909+12 TO STA 915+80 CONSTRUCTION AND ROADWAY DETAILS SHEET 10 OF 10 VARIES DRIVEWAY WIDTH VARIES 8"7" DRIVEWAY CROSS SECTION CONSTRUCTION NOTES: HMA CL 1 2" PG 64-22 CRUSHED SURFACING TOP COURSE CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101 1 2 5 TYP CROSS SECTION NO SCALE HMA DRIVEWAY WITH TRAFFIC CURB VARIES DRIVEWAY WIDTH VARIES 8"7" 4 TYP CROSS SECTION NO SCALE HMA DRIVEWAY VARIES DRIVEWAY WIDTH VARIES 12" NST 2:1NST 2: 1 NST 4:1NST 4:1 3 TYP CROSS SECTION NO SCALE GRAVEL DRIVEWAY 3 21 2 21 33 NST 2:1NST 2: 1 NST 4:1NST 4:1 NST 2:1NST 2: 1 NST 4:1 NST 4:1 TOWARDS TRAFFIC TOWARDS LANDSCAPING 1.5' JLD SEE WSDOT STD PLAN F-10.42-00 2.5" NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-GR.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 GR1 27 DVS MR GENERAL NOTES: 1. 2. 3. 4. 5. 6. 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. RADIUS CALLOUTS ARE TO FACE OF CURB. 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. 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. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITY STRUCTURES ARE SHOWN FOR REFERENCE. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE ALIGNMENT. RAMP LANDING SIDEWALK CROSSWALK DRIVEWAY MAXIMUM EXTENT FEASIBLE ADA ELEMENT: RAMP DETAIL SCALE IN FEET 0 3 6 DUVALL AVENUE NE DUVALL AVE NE/NE 7TH PL NE CORNER R=20' R=10' R=9'NE 7TH PLCONSTRUCTION NOTES: CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101. CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. 2 1 3 4 PLAN AND GRADING NE 7TH PL NE CORNER SHEET 1 OF 6 MEK REVERSE GUTTER PAN TO MATCH EXISTING DRAINAGE CONDITION TOWARDS NE 7TH PL AND DUVALL AVE NE LEGEND: AP - ANGLE POINT BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE LD - LANDING PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVE PRC - POINT OF REVERSED CURVE PT - POINT OF TANGENCY STA - STATION SW - SIDEWALK TOC- TOP OF CURB TR - TOP OF RAMP SAMPLE GRADE BREAK RAMP DETAIL SCALE IN FEET 0 3 6 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-GR.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 GR2 28 DUVALL AVENUE NE RAMP LANDING SIDEWALK CROSSWALK DRIVEWAY MAXIMUM EXTENT FEASIBLE ADA ELEMENT: RAMP DETAIL SCALE IN FEET 0 3 6 DUVALL AVENUE NE DUVALL AVE NE/NE 8TH ST SE CORNER DUVALL AVE NE/NE 8TH ST NE CORNER GENERAL NOTES: 1. 2. 3. 4. 5. 6. 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. RADIUS CALLOUTS ARE TO FACE OF CURB. 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. 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. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITY STRUCTURES ARE SHOWN FOR REFERENCE. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE ALIGNMENT. CONSTRUCTION NOTES: CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101. CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. 2 1 3 4 PLAN AND GRADING NE 8TH ST SE AND NE CORNERS SHEET 2 OF 6 DVS MR MEK LEGEND: AP - ANGLE POINT BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE LD - LANDING PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVE PRC - POINT OF REVERSED CURVE PT - POINT OF TANGENCY STA - STATION SW - SIDEWALK TOC- TOP OF CURB TR - TOP OF RAMP SAMPLE GRADE BREAK RAMP DETAIL SCALE IN FEET 0 3 6 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-GR.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 GR3 29 DUVALL AVENUE NE RAMP LANDING SIDEWALK CROSSWALK DRIVEWAY MAXIMUM EXTENT FEASIBLE ADA ELEMENT: DUVALL AVE NE/NE 9TH ST SE CORNER NE 9TH STR=25' GENERAL NOTES: 1. 2. 3. 4. 5. 6. 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. RADIUS CALLOUTS ARE TO FACE OF CURB. 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. 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. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITY STRUCTURES ARE SHOWN FOR REFERENCE. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE ALIGNMENT. CONSTRUCTION NOTES: CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101. CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. 2 1 3 4 PLAN AND GRADING NE 9TH ST SE CORNER SHEET 3 OF 6 DVS MR MEK LEGEND: AP - ANGLE POINT BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE LD - LANDING PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVE PRC - POINT OF REVERSED CURVE PT - POINT OF TANGENCY STA - STATION SW - SIDEWALK TOC- TOP OF CURB TR - TOP OF RAMP SAMPLE GRADE BREAK RAMP DETAIL SCALE IN FEET 0 3 6 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-GR.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 GR4 30 DUVALL AVENUE NE RAMP LANDING SIDEWALK CROSSWALK DRIVEWAY MAXIMUM EXTENT FEASIBLE ADA ELEMENT: RAMP DETAIL SCALE IN FEET 0 3 6 DUVALL AVENUE NE DUVALL AVE NE/NE 10TH ST SW CORNER DUVALL AVE NE/NE 10TH ST SE CORNERNE 10TH STNE 10TH ST4-INCH CURB R=25' R=25' GENERAL NOTES: 1. 2. 3. 4. 5. 6. 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. RADIUS CALLOUTS ARE TO FACE OF CURB. 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. 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. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITY STRUCTURES ARE SHOWN FOR REFERENCE. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE ALIGNMENT. CONSTRUCTION NOTES: CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101. CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL B PER WSDOT STD PLAN F-40.12-03. 2 1 3 4 5 PLAN AND GRADING NE 10TH ST SW AND SE CORNERS SHEET 4 OF 6 DVS MR MEK LEGEND: AP - ANGLE POINT BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE LD - LANDING PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVE PRC - POINT OF REVERSED CURVE PT - POINT OF TANGENCY STA - STATION SW - SIDEWALK TOC- TOP OF CURB TR - TOP OF RAMP SAMPLE GRADE BREAK RAMP DETAIL SCALE IN FEET 0 3 6 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-GR.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 GR5 31 DUVALL AVENUE NE RAMP LANDING SIDEWALK CROSSWALK DRIVEWAY MAXIMUM EXTENT FEASIBLE ADA ELEMENT: RAMP DETAIL SCALE IN FEET 0 3 6 DUVALL AVENUE NE DUVALL AVE NE/NE 10TH ST NE CORNER DUVALL AVE NE/NE 12TH ST SE CORNERNE 10TH STNE 12TH STR=35' R=10' GENERAL NOTES: 1. 2. 3. 4. 5. 6. 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. RADIUS CALLOUTS ARE TO FACE OF CURB. 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. 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. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITY STRUCTURES ARE SHOWN FOR REFERENCE. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE ALIGNMENT. PLAN AND GRADING NE 10TH ST NE CORNER, AND NE 12TH ST SE CORNERS SHEET 5 OF 6 CONSTRUCTION NOTES: CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101. CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION TYPE A PER WSDOT STD PLAN F-40.16-03. 2 1 3 4 5 DVS MR LEGEND: AP - ANGLE POINT BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE LD - LANDING PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVE PRC - POINT OF REVERSED CURVE PT - POINT OF TANGENCY STA - STATION SW - SIDEWALK TOC- TOP OF CURB TR - TOP OF RAMP SAMPLE GRADE BREAK MEK NE 12TH STNUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-GR.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 GR6 32 DUVALL AVENUE NE R=25' RAMP LANDING SIDEWALK CROSSWALK DRIVEWAY MAXIMUM EXTENT FEASIBLE ADA ELEMENT: RAMP DETAIL SCALE IN FEET 0 3 6 DUVALL AVE NE/NE 12TH ST NW CORNER GENERAL NOTES: 1. 2. 3. 4. 5. 6. 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. RADIUS CALLOUTS ARE TO FACE OF CURB. 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. 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. EXISTING AND PROPOSED SIGNAL POLES, STORM STRUCTURES AND UTILITY STRUCTURES ARE SHOWN FOR REFERENCE. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE ALIGNMENT. CONSTRUCTION NOTES: CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CEMENT CONC. PEDESTRIAN CURB PER CITY STD PLAN - 101. CEMENT CONC. TRAFFIC CURB AND GUTTER PER CITY STD PLAN - 101. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. 2 1 3 4 PLAN AND GRADING NE 12TH ST NW CORNER SHEET 6 OF 6 DVS MR MEK LEGEND: AP - ANGLE POINT BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE LD - LANDING PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVE PRC - POINT OF REVERSED CURVE PT - POINT OF TANGENCY STA - STATION SW - SIDEWALK TOC- TOP OF CURB TR - TOP OF RAMP SAMPLE GRADE BREAK PRIVATE DRIVEWAY PLAN SCALE IN FEET 0 5 10DUVALL AVENUE NEDUVALL AVENUE NENUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-DW.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 DW1 33 CJD CJD PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP) PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP) DRIVEWAY AT 4TH PLAN SCALE IN FEET 0 5 10 PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP)C-LINED-LINEEXISTING GRADE AT DWY CENTER LINE (TYP) PROPOSED GRADE AT DWY CENTER LINE (TYP) RAMP SIDEWALK ADA ELEMENT: LEGEND: BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE SW - SIDEWALK TOC- TOP OF CURB RETAINING WALL RIGHT OF WAY LINE CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE TYPE R1 PER COR STD PLAN 104.1. DRIVEWAY NOTE: SEE SHEET RD10, DETAIL 4, FOR CROSS SECTION SEE SHEET RD10, DETAIL 4, FOR CROSS SECTION DRIVEWAY PLANS AND PROFILES SHEET 1 OF 4 MEK MATCH EXISTING CHURCH DRIVEWAY S PLAN SCALE IN FEET 0 5 10 DUVALL AVENUE NEDUVALL AVENUE NENUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-DW.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 DW2 34 CJD CJD CHURCH DRIVEWAY N PLAN SCALE IN FEET 0 5 10 PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP) PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP) PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP) PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP)C-LINEC-LINERAMP SIDEWALK ADA ELEMENT: LEGEND: BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE SW - SIDEWALK TOC- TOP OF CURB RETAINING WALL RIGHT OF WAY LINE SEE SHEET RD10, DETAILS 4, FOR CROSS SECTION DRIVEWAY PLANS AND PROFILES SHEET 2 OF 4 MEK SEE SHEET RD10, DETAILS 4, FOR CROSS SECTION GROCERY BACK DRIVEWAY PLAN SCALE IN FEET 0 5 10DUVALL AVENUE NEDUVALL AVENUE NENUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-DW.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 DW3 35 CJD CJD PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT CENTER LINE (TYP) PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP) GROCERY S DRIVEWAY PLAN SCALE IN FEET 0 5 10 PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT CENTER LINE (TYP) PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP) RAMP SIDEWALK ADA ELEMENT: LEGEND: BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE SW - SIDEWALK TOC- TOP OF CURB RETAINING WALL RIGHT OF WAY LINE CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE TYPE R1 PER COR STD PLAN 104.1. DRIVEWAY NOTE: SEE SHEET RD10, DETAIL 5, FOR CROSS SECTION SEE SHEET RD10, DETAIL 5, FOR CROSS SECTION CEMENT CONC. TRAFFIC CURB CEMENT CONC. TRAFFIC CURB CEMENT CONC. PEDESTRIAN CURB CEMENT CONC. PEDESTRIAN CURB CEMENT CONC. PEDESTRIAN CURB CEMENT CONC. PEDESTRIAN CURB C-LINEC-LINECEMENT CONC. TRAFFIC CURB CEMENT CONC. TRAFFIC CURB DRIVEWAY PLANS AND PROFILES SHEET 3 OF 4 MEK GROCERY DRIVEWAY N PLAN SCALE IN FEET 0 5 10DUVALL AVENUE NENUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-DW.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 DW4 36 CJD CJD PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP) PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP)C-LINERAMP SIDEWALK ADA ELEMENT: LEGEND: BOW- BACK OF SIDEWALK BR - BOTTOM OF RAMP EL - ELEVATION FL - FLOWLINE SW - SIDEWALK TOC- TOP OF CURB RETAINING WALL RIGHT OF WAY LINE CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE TYPE R1 PER COR STD PLAN 104.1. DRIVEWAY NOTE: CEMENT CONC. TRAFFIC CURB CEMENT CONC. PEDESTRIAN CURB CEMENT CONC. TRAFFIC CURB CEMENT CONC. PEDESTRIAN CURB DRIVEWAY PLANS AND PROFILES SHEET 4 OF 4 SEE SHEET RD10, DETAIL 5, FOR CROSS SECTION MEK NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-WD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL WD1 37 APM APM A - SECTION 1"=1' TOP OF WALL 3"Ø WEEP HOLE DRAIN TO DOWNSTREAM CATCH BASIN 1 - ELEVATION 1"=1' TOP OF SIDEWALK BIOFILTERATION UNIT SEE SHEET SD11 TOP OF WALL SEE RD SHEETS 10'-4"2'-6"2'-6" CSTC (TYP) 1 - DETAIL 1"=1' PLAN 45° GRAVEL BORROW BEHIND WALL SEE SIM. ANGLE POINT ANGLE POINT SIDEWALK 6"6"3 4" CHAMFER (TYP) #5 @ 1'-0" MAX 2'-0" MIN LAP SPLICE LENGTH (TYP) 11 2" CLR (TYP) 3'-6" GRAVEL BORROW NON-WOVEN GEOTEXTILE WITH 6" MIN. OVERLAP. EXTEND 6" ABOVE WEEP HOLE 21 2" CLR BIOFILTERATION UNIT SEE SHEET SD11 3"Ø WEEP HOLE @ 2% SLOPE DRAIN TO DOWNSTREAM CATCH BASIN CURB AND GUTTER 8"OPTIONAL CONSTRUCTION JOINT 4" CSTC PER STD. PLAN 6" MIN. 10'-4" B - SECTION 1"=1'SEE RDSHEETSSIDEWALK PER STD. PLAN CURB AND GUTTER 4" CSTC PER STD. PLAN 3 4" CHAMFER (TYP) EXISTING GRADE VARIES4" SIDEWALK 3 8" PREMOLDED JOINT FILLER 6" 4" #4, SEE NOTES 1 & 2 1. FOR EXPOSED WALL HEIGHT LESS THAN OR EQUAL TO 1'-0", PROVIDE REINFORCEMENT AS SHOWN. 2. FOR EXPOSED WALL HEIGHT GREATER THAN 1'-0", PROVIDE REINFORCEMENT AT 1'-6" MAX. 3. PROVIDE 2'-0" MIN LAP SPLICE LENGTH NOTE: #4 @ 1'-6" MAX W/ STD. HOOK NORTH SOUTH 1.5% 1.5%ABCFOR TOTAL WALL HEIGHTS GREATER THAN OR EQUAL TO 2'-0", PROVIDE GRAVEL BORROW 6" MAX 6" MAX OPTIONAL CONSTRUCTION JOINT EXISTING GRADE VARIES 2'-6" #5 @ 1'-0" MAX JRM 1.5" CLR WALL DETAILS SHEET 1 OF 3 1' 3 8" PREMOLDED JOINT FILLER ϬϮͬϬϱͬϮϬϮϭ TOP OF WALLELEV. = 431.09'TOP OF WALLELEV. = 431.09'NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-WD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL WD2 38 APM APM JRM VERT: HORIZ: 1"=3' 1"=3' DEVELOPED PROFILE TOP OF WALL 5'-4" WINGWALL 1 15'-0"5'-4" WINGWALL 2 TOP OF WINGWALL 1 ELEV. = 424.66' TOP OF WINGWALL 2 ELEV. = 424.38' BOTTOM OF BACKWALL FOOTING EXISTING GRADE FINISHED GRADE SEE RD SHEETS BOTTOM OF WALL ELEV. = 421.40' TOP OF WINGWALL (TYP.) 430' 425' 420' 435' BEGIN WALL WALL STA 0+00.00 DUVALL AVE CL STA 917+18, 38.50'RT END WALL WALL STA 0+25.67 DUVALL AVE CL STA 917+33, 38.50'RT CONC. CIP RETAINING WALL (TYP.) SEE WD1 FOR DETAILS WALL STA 0+20.33 DUVALL AVE CL STA 917+33, 43.83'RT1.5%1.5%WALL STA 0+05.33 DUVALL AVE CL STA 917+18, 43.83'RT EXISTING ROW PERMANENT UTILITY EASEMENT TEMPORARY CONSTRUCTION EASEMENT PROPOSED PSE J-BOX C WD3 WINGWALL FOOTING (TYP.) BOTTOM OF WINGWALL FOOTING (TYP.) WSDOT STD. CHAIN LINK FENCE TYPE 4 430 425 BACKWALL BACKWALL FOOTING PLAN SCALE IN FEET 0 2 4 SEE WD3 C FOR RESTORATION NOTES WALL DETAILS SHEET 2 OF 3 3"Ø WEEP HOLE @ 2% SLOPE DRAIN TO DOWNSTREAM CATCH BASIN 2'11'2' ϬϮͬϬϱͬϮϬϮϭ NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-WD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL WD3 39 APM APM JRM C WD2 SECTION NO SCALE DSECTION NO SCALE #4 @ 1'-0" MAX. SPA. 1'-0" GRAVEL BACKFILL FOR WALL 1'-0"A , B - #6 - 8 SPA. @ 1'-0" MAX2 - #6 B = 15'-43 4"A VARIES = 1'-8" TO 5'-11"B VARIES = 1'-0" TO 5'-3" MAXBENDING DIAGRAM DIMENSIONS ARE OUT-TO-OUT EXISTING GRADE SEE NOTES FROM D 2 C - #4 5 SPA. @ 1'-0" MAX. A - #6 1 4" PREMOLDED JOINT FILLER 2" CLR.2" CLR.17'-0" BACKWALL OUT-TO-OUT FINISH GRADE 6" NON-SHRINK GROUT 1'-6"EMBEDMENT4" GALVANIZED STD PIPE SLEEVE - GROUT POST IN SLEEVE BACK FACE OF WALL OR WINGWALL ℄ FENCE POST NOTE:1. PLUG SLEEVE TO PREVENT INFILTRATION DURING CASTING OF CONCRETE. 2. POSTS MUST BE INSTALLED VERTICAL. 4DETAIL NO SCALE2'-0" MIN.EMBED. (TYP.)2" CLR. C - #4 B - #6 3' MIN. A - #6 B - #6 2DETAIL NO SCALE 8'-0"5'-4"6"6"C VARIES2'-5" TO 9'-4"℄ FENCE POST (SYMMETRIC) FENCE POST (TYP.) WSDOT STD. CHAIN LINK FENCE TYPE 4 SEE (TYP.)4 6"A = 16'-83 4" TOP OF WINGWALL FOOTING ESECTION NO SCALE E 1'-0" (TYP.) CONSTR. JOINT W/ ROUGHENED SURFACE 3 - #5 SPA. EQ. TOP/BOT. 2" CLR.1'-0"#5 @ 1'-0" MAX.3" CLR.2 - #6 (HORIZ.) 3 4" CHAMFER (TYP.) #6 (HORIZ.) 2" CLR. (TYP.) 3'-0" WINGWALL REINFORCEMENT NOTE: WINGWALL FOOTING REINFORCEMENT NOT SHOWN SEE -3 3DETAIL NO SCALE CONSTR. JOINT W/ ROUGHENED SURFACE 2 - #5 SPA. EQ. TOP/BOT. 2" CLR.1'-0"#5 @ 1'-0" MAX.3" CLR.2'-0" BACKWALL REINFORCEMENT 1'-0" (TYP.) NOTE: A B NOT SHOWN SLOPE TO DRAIN WALL ALIGNMENT & WORK LINE WALL ALIGNMENT & WORK LINE SEE NOTE 1, 2 1'-0"MIN.NOTE(S):1. BACKFILL WITH TOPSOIL TYPE B ACCORDING TO WSDOT STD. SPEC. 8-02.3(4)B 2. HYDRO SEED DISTURBED AREAS ACCORDING TO WSDOT STD. SPEC. 8-02.3(5)A C 6" CSTC6" CSTC 6" CSTC 6" CSTC WALL DETAILS SHEET 3 OF 3 2 MAX 1 3"Ø WEEP HOLE @ 2% SLOPE DRAIN TO DOWNSTREAM CATCH BASIN 2%6"SEE WSDOT STD PLAN D-4 COND. B FOR WALL DRAINAGE DETAILS DAYLIGHT DRAIN TO NORTH END OF BACKWALL ϬϮͬϬϱͬϮϬϮϭ NOTES: CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 CONNECTION TO DRAINAGE STRUCTURE. 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT CONCRETE INLET PER COR STD PLAN 200.30 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 1 2 3 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER COR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD10. 4 5 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD1 40 YM YM PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE MATCH LINE STA 894+00, SEE SHEET SD2EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP)NE 7TH PLDUVALL AVENUE NE NE 8TH ST5 5 1 10 LF - 12" CMP CONNECT TO EX 12" CMP CULVERT STORM PLAN AND PROFILE STA 891+50 TO STA 894+00 SHEET 1 OF 13 6 AF C-LINE 2 2 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD2 41 YM YM PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE MATCH LINE STA 898+50, SEE SHEET SD3MATCH LINE STA 894+00, SEE SHEET SD1EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) DUVALL AVENUE NE 1 STORM PLAN AND PROFILE STA 894+00 TO STA 898+50 SHEET 2 OF 13 NOTES: 1 2 3 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER COR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD10. 4 5 6 AF C-LINE CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 CONNECTION TO DRAINAGE STRUCTURE. 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT CONCRETE INLET PER COR STD PLAN 200.30 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 PROPOSED GRADE AT C-LINE (TYP) VERT: HORIZ: 1"=4' 1"=20' PROFILE 1 1 EXISTING GRADE PROPOSED GRADE AT MEDIAN PROPOSED GRADE AT SIDEWALK EXISTING GRADE PROPOSED GRADE PROPOSED GRADE AT C-LINE (TYP) VERT: HORIZ: 1"=4' 1"=20' PROFILE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD3 42 YM YM MATCH LINE STA 903+00, SEE SHEET SD4PLAN SCALE IN FEET 0 20 40NE 9TH STDUVALL AVENUE NEMATCH LINE STA 898+50, SEE SHEET SD2EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) 1 2 2 STORM PLAN AND PROFILE STA 898+50 TO STA 903+00 SHEET 3 OF 13 NOTES: CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 CONNECTION TO DRAINAGE STRUCTURE. 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT CONCRETE INLET PER COR STD PLAN 200.30 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 1 2 3 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER COR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD10. 4 5 6 AF C-LINE PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) 6 MATCH LINE STA 908+00, SEE SHEET SD5PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE PROPOSED GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) 2 1 EXISTING GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) SEE SHEET SD4A C-LINE 4 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD4 43 YM YMMATCH LINE STA 903+00, SEE SHEET SD31 1 1 1 DUVALL AVENUE NE 1 STORM PLAN AND PROFILE STA 903+00 TO STA 908+00 SHEET 4 OF 13 NOTES: CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 CONNECTION TO DRAINAGE STRUCTURE. 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT CONCRETE INLET PER COR STD PLAN 200.30 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 1 2 3 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER COR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD10. 4 5 6 AF MATCH LINE STA 908+00, SEE SHEET SD5PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE DUVALL AVENUE NE PROPOSED GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) 2 1 EXISTING GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) C-LINE 4 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD4A 44 YM YMMATCH LINE STA 903+00, SEE SHEET SD3SEE SHEET SD4 1 1 STORM PLAN AND PROFILE STA 903+00 TO STA 908+00 SHEET 5 OF 13 NOTES: CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 CONNECTION TO DRAINAGE STRUCTURE. 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT CONCRETE INLET PER COR STD PLAN 200.30 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 1 2 3 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER COR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD10. 4 5 6 AF EX 18" (PP) MATCH LINE STA 908+00, SEE SHEET SD4MATCH LINE STA 913+00, SEE SHEET SD6PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE DUVALL AVENUE NE EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) 3 1 PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) C-LINE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD5 45 YM YM 13 2 STORM PLAN AND PROFILE STA 908+00 TO STA 913+00 SHEET 6 OF 13 NOTES: CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 CONNECTION TO DRAINAGE STRUCTURE. 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT CONCRETE INLET PER COR STD PLAN 200.30 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 1 2 3 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER COR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD10. 4 5 6 AF 02/05/2 MATCH LINE STA 918+00, SEE SHEET SD7MATCH LINE STA 913+00, SEE SHEET SD5PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE DUVALL AVENUE NE EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) 13 1 131 PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) C-LINE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD6 46 YM YM 3 3 STORM PLAN AND PROFILE STA 913+00 TO STA 918+00 SHEET 7 OF 13 NOTES: CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 CONNECTION TO DRAINAGE STRUCTURE. 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT CONCRETE INLET PER COR STD PLAN 200.30 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 CATCH BASIN TYPE 1 PER COR STD PLAN 200.10 WITH RECTANGULAR SOLID METAL COVER PER COR STD PLAN 204.10 1 2 3 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD PLAN 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER COR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD10. 4 5 6 AF 7 12" (DI) CULVERT IE=420.37' 7 02/05/2 MATCH LINE STA 918+00, SEE SHEET SD6MATCH LINE STA 923+00, SEE SHEET SD8PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE EXISTING GRADE AT C-LINE (TYP) DUVALL AVENUE NE NE 12TH ST1 PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) C-LINE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD7 47 YM YM 5 1 1 3 3 3 3 EX GRADE AT C-LINE (TYP) 1 2 STORM PLAN AND PROFILE STA 918+00 TO STA 923+00 SHEET 8 OF 13 NOTES: CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 CONNECTION TO DRAINAGE STRUCTURE. 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT CONCRETE INLET PER COR STD PLAN 200.30 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 WITH RECTANGULAR SOLID METAL COVER PER COR STD PLAN 204.10 1 2 3 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER COR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD10. 4 5 6 AF 7 7 02/05/2 MATCH LINE STA 923+00, SEE SHEET SD7DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) 13 2 2 PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) C-LINE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD8 48 YM YM 3 3 5 6 STORM PLAN AND PROFILE STA 923+00 TO END SHEET 9 OF 13 NOTES: CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 CONNECTION TO DRAINAGE STRUCTURE. 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT CONCRETE INLET PER COR STD PLAN 200.30 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 EXISTING MANHOLE #33 PARTIAL REPLACEMENT. SEE SPECIALS 7-05.3(1) FOR DESCRIPTION OF WORK. 1 2 3 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER COR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD10. 4 5 6 AF 7 7 02/05/2 DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 2 VERT: HORIZ: 1"=4' 1"=20' PROFILE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD9 49 YM YM 1 PROPOSED GRADE AT FLOWLINE EXISTING GRADE AT FLOWLINE STORM PLAN AND PROFILE BEGIN TO STA 52+60 SHEET 10 OF 13 NOTES: CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 CONNECTION TO DRAINAGE STRUCTURE. 4'X4' OFFLINE TREE BOX BIOFILTRATION UNIT CONCRETE INLET PER COR STD PLAN 200.30 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 1 2 3 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. 3. SEE SHEET LA2 FOR ADDITIONAL SURFACE WATER DRAINAGE NOTES. 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20. 5. ALL CALLOUTS ARE TO THE CENTER OF THE STRUCTURE. 6. PROVIDE STORM DRAIN INLET PROTECTION, PER COR STD PLAN 216.30, FOR ALL NEW STRUCTURES AND EXISTING STRUCTURES CALLED ON IN THESE SHEETS. MAINTAIN INLET PROTECTION UNTIL PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FOR TYPICAL UTILITY CROSSINGS, SEE DETAIL 2, SHEET SD10. IF AT LEAST 8" OF SEPARATION BETWEEN UTILITIES CANNOT BE ACHIEVED, REFER TO DETAIL 3, SHEET SD10. 4 5 6 AF D-LINE PROPOSED GRADE AT FLOWLINE EXISTING GRADE AT FLOWLINE 02/05/2 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD10 50 YM YM 1 TYP DETAIL NO SCALE TYPICAL UTILITY CROSSING 3 TYP DETAIL NO SCALE CONTROLLED DENSITY FILL PIPE ENCASEMENT FOR UTILITY CROSSINGS CONCRETE ENCASEMENT (BEDDING) SHALL BE UTILIZED AT LOCALIZED UTILITY CROSSING IF MINIMUM PIPE SEPARATION (ELEVATION) CANNOT BE MAINTAINED / ACHIEVED. NOTE:VARIESFINISHED GROUND ELEVATION EXISTING UTILITY LINES PROPOSED STORM DRAIN CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING AND/OR PROPOSED UTILITIES C UTILITY CROSSING NOTES: CONTROLLED L 2 CONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE JOINT WITHIN 6 FEET OF THE EXISTING CENTERLINE OF THE UTILITY CROSSING. CONTRACTOR SHALL PROVIDE CONTROLLED DENSITY FILL (CDF) PIPE ENCASEMENT AT ALL UTILITY CROSSINGS IN THE EVENT THAT AN 8" SEPARATION CANNOT BE PROVIDED. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE UTILITIES TO ANTICIPATE PROVIDING AND INSTALLING CDF ENCASEMENTS WHERE NECESSARY. LESS THAN 8" CLEARANCE UNDISTURBED EARTH NEW OR EXIST. UTILITY MAIN EXISTING OR NEW UTILITY CONTROLLED DENSITY FILL DRAINAGE DETAILS SHEET 11 OF 13 AF 4 SD3 PROFILE HORIZ: 1"=20' STORM LATERAL 5 SD6 PROFILE HORIZ: 1"=20' STORM LATERAL 6 SD6 PROFILE HORIZ: 1"=20' 7 SD7 PROFILE HORIZ: 1"=20' STORM LATERALSTORM LATERAL EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE 02/05/2 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD11 51 YM YM 1 TYP DETAIL NO SCALE 4' X 4' BIOFILTRATION PRECAST UNIT TOP VIEW SHAPE INLET TO CURB CURB INLET OPENING 4" SDR 35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) A TYP DETAIL NO SCALE BIOFILTRATION SECTION UNDERDRAIN STONE PER THE ECOLOGY STANDARDS BIOLFILTRATION ENGINEERED MEDIA PER THE ECOLOGY STANDARDS PRETREATMENT MULCH CERTIFIED FOR BIOLFILTRATION SYSTEMS AND PER THE ECOLOGY STANDARDS DOWEL BARS @ 12" O.C. STREET CURB AND GUTTER PERFORATED UNDERDRAIN SYSTEM GALVANIZED ANGLE NOSINGCLEANOUT FRAME AND COVER CAST IN TOP SLAB RECESSED TREE FRAME AND GRATE CASTE IN TOP SLAB 8" TOP SLAB INTERLOCKING JOINT (TYP) 8" THICK PRECAST TOP SLAB GALVANIZED ANGLE NOSINGTHROAT OPENING CURB AND GUTTER FLOW LINE THROAT ELEVATION CAST-IN-PLACE DEPRESSED GUTTER AND THROAT OPENING (BY CONTRACTOR), SEE DETAIL 5 THIS SHEET #4 DOWEL BARS @ 12" O.C. TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL THROAT PROTECTION DEVICE INCLUDED IN PRECAST UNIT. DO NOT REMOVE. LEAVE IN PLACE UNTIL SITE IS STABILIZED AND BIOLFILTRATION UNIT IS ACTIVATED. 3 TYP DETAIL NO SCALE BIOFILTRATION PRECAST UNIT THROAT OPENING USE REMAINING OUTLET PIPE KNOCKOUTS FOR TREE IRRIGATION AS REQUIRED OUTLET PIPE CONNECTS 4" PVC (PRECAST IN BIOFILTRATION UNIT) TWO (2) - 45° BENDS CONNECT 4" PVC TO BYPASS STRUCTURE RIM ELEVATION AT FLOW LINE BYPASS STRUCTURE MAXIMIZE CLEARANCE BETWEEN SO PIPE AND BIOFILTRATION BOX BY OFFSETTING PIPE CONNECTIONS AT UPSTREAM AND DOWNSTREAM DRAINAGE STRUCTURES THROAT (ENTRANCE) ELEVATION FROM CENTER OF STRUCTURE AT FLOW LINE. 4"-8.25" TRANSITION TO DEPRESSED GUTTER ON BOTH SIDES OF UNIT, SEE DETAIL 4 THIS SHEET 2 TYP DETAIL NO SCALE BIOFILTRATION PRECAST UNIT PLAN VIEW 5 TYP DETAIL NO SCALE BIOFILTRATION UNIT THROAT OPENING DIMENSIONS TOP OF CURB BIOFILTRATION UNIT TOP OF GUTTER PAN 3/8" PREMOLDED JOINT FILLER (TYP.) 4 TYP DETAIL NO SCALE DEPRESSED GUTTER TRANSITION OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS SHEET 12 OF 13 AA AF RECESSED TREE FRAME AND GRATE CASTE IN TOP SLAB CLEANOUT FRAME AND COVER CAST IN TOP SLAB 2"Ø IRRIGATION PORT, TYP 3 PLACES 2"Ø IRRIGATION PORT, TYP 3 PLACES TREE BOX BIOFILTRATION (TBBU) UNIT, SEE NOTE 2 02/05/2 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-SD.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 SD12 52 YM YM OFFLINE TREE BOX BIOFILTRATION UNIT DETAILS SHEET 13 OF 13 4" SDR 35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) AF 02/05/2 GENERAL NOTES: 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 4. SYMBOLS ARE NOT TRUE SIZE. 5. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID QUANTITIES SHALL BE CALCULATED AS REQUIRED. 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS NEEDED. 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS. 8. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES AND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOT EXCEED 50% OF THE MANUFACTURER'S SPECIFICATIONS AND SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THE MAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, LOCATION, AND SHALL CALCULATE WATER DEFLECTIONS ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTION OTHER THAN 50% OF THE MANUFACTURER'S STANDARD ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION INSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS. 9. FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN - 310.1 10. INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOX AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE BEHIND R.O.W. CITY FORCES TO RE-INSTALL EXISTING AMI METER TO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOX AND SETTER. 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. 12. ALL 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 AND 330.3. NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-WA.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 WA1 53 MEK YM WATER PLAN STA 891+00 TO 898+50 SHEET 1 OF 6 DVS PLAN SCALE IN FEET 0 20 40 MATCH LINE STA 894+00, SEE THIS SHEET BELOWNE 7TH PLDUVALL AVENUE NE NE 8TH STC-LINE PLAN SCALE IN FEET 0 20 40 MATCH LINE STA 898+50, SEE SHEET WA2MATCH LINE STA 894+00, SEE THIS SHEET ABOVEDUVALL AVENUE NE C-LINE GENERAL NOTES: NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-WA.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 WA2 54 MEK YM WATER PLAN STA 898+50 TO 908+00 SHEET 2 OF 6 DVS MATCH LINE STA 903+00, SEE THIS SHEET BELOWPLAN SCALE IN FEET 0 20 40NE 9TH STDUVALL AVENUE NE MATCH LINE STA 898+50, SEE SHEET WA1C-LINE MATCH LINE STA 908+00, SEE SHEET WA3PLAN SCALE IN FEET 0 20 40 C-LINE MATCH LINE STA 903+00, SEE THIS SHEET ABOVEDUVALL AVENUE NE 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 4. SYMBOLS ARE NOT TRUE SIZE. 5. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID QUANTITIES SHALL BE CALCULATED AS REQUIRED. 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS NEEDED. 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS. 8. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES AND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOT EXCEED 50% OF THE MANUFACTURER'S SPECIFICATIONS AND SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THE MAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, LOCATION, AND SHALL CALCULATE WATER DEFLECTIONS ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTION OTHER THAN 50% OF THE MANUFACTURER'S STANDARD ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION INSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS. 9. FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN - 310.1 10. INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOX AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE BEHIND R.O.W. CITY FORCES TO RE-INSTALL EXISTING AMI METER TO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOX AND SETTER. 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. 12. ALL 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 AND 330.3. GENERAL NOTES: NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-WA.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 WA3 53 MEK YM WATER PLAN STA 908+00 TO 918+00 SHEET 3 OF 6 DVSMATCH LINE STA 908+00, SEE SHEET WA2MATCH LINE STA 913+00, SEE THIS SHEET BELOWPLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE C-LINE MATCH LINE STA 913+00, SEE THIS SHEET ABOVEPLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE C-LINE 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 4. SYMBOLS ARE NOT TRUE SIZE. 5. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID QUANTITIES SHALL BE CALCULATED AS REQUIRED. 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS NEEDED. 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS. 8. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES AND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOT EXCEED 50% OF THE MANUFACTURER'S SPECIFICATIONS AND SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THE MAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, LOCATION, AND SHALL CALCULATE WATER DEFLECTIONS ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTION OTHER THAN 50% OF THE MANUFACTURER'S STANDARD ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION INSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS. 9. FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN - 310.1 10. INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOX AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE BEHIND R.O.W. CITY FORCES TO RE-INSTALL EXISTING AMI METER TO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOX AND SETTER. 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. 12. ALL 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 AND 330.3.MATCH LINE STA 918+80, SEE THIS SHEET WA4 GENERAL NOTES:MATCH LINE STA 923+00, SEE SHEET WA5DUVALL AVENUE NENE 12TH STVERT: HORIZ: 1"=4' 1"=20' PROFILE EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-WA.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 WA4 54 MEK YM EXISTING GRADE AT 12" WATER MAIN (TYP) PROPOSED GRADE AT 12" WATER MAIN (TYP) EXISTING GRADE AT 12" WATER MAIN (TYP) EXISTING GRADE AT 6"W LATERAL (TYP) PROPOSED GRADE AT 6"W LATERAL (TYP) EXISTING GRADE AT 6"W LATERAL (TYP)MIN 6"9.0 LF 12" DI CLASS 52 WATER PLAN STA 919+00 TO 923+00 SHEET 4 OF 6 C-LINE MIN 6"MIN 36"MIN 48"MIN 10' DVS EX 8"W 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 4. SYMBOLS ARE NOT TRUE SIZE. 5. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID QUANTITIES SHALL BE CALCULATED AS REQUIRED. 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS NEEDED. 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS. 8. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES AND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOT EXCEED 50% OF THE MANUFACTURER'S SPECIFICATIONS AND SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THE MAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, LOCATION, AND SHALL CALCULATE WATER DEFLECTIONS ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTION OTHER THAN 50% OF THE MANUFACTURER'S STANDARD ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION INSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS. 9. FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN - 310.1 10. INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOX AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE BEHIND R.O.W. CITY FORCES TO RE-INSTALL EXISTING AMI METER TO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOX AND SETTER. 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. 12. ALL 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 AND 330.3.MATCH LINE STA 918+80, SEE SHEET WA3 MATCH LINE STA 923+00, SEE SHEET WA4DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE GENERAL NOTES: NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-WA.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 WA5 55 MEK YM EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) EXISTING GRADE AT 6"W LATERAL (TYP) PROPOSED GRADE AT 6"W LATERAL (TYP) EXISTING GRADE AT 6"W LATERAL (TYP) WATER PLAN STA 923+00 TO END SHEET 5 OF 6 C-LINE MIN 6"MIN 36"DVS PLUG EX 8" WATER CUT AND PLUG CONFLICTING EX 8" WATER CROSSING NEW 6" WATER 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 4. SYMBOLS ARE NOT TRUE SIZE. 5. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY. BID QUANTITIES SHALL BE CALCULATED AS REQUIRED. 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS NEEDED. 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS. 8. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES AND MAINTAIN DEPTH OF PIPES. DEFLECTIONS SHALL NOT EXCEED 50% OF THE MANUFACTURER'S SPECIFICATIONS AND SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN THE MAIN. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, LOCATION, AND SHALL CALCULATE WATER DEFLECTIONS ACCORDINGLY. WATER MAIN PROFILES AS SHOWN ON THE PLANS ARE INFORMATIONAL AND DO NOT REPRESENT THE ACTUAL DEFLECTION TRANSITION LENGTHS. ANY DEFLECTION OTHER THAN 50% OF THE MANUFACTURER'S STANDARD ALLOWANCE SHALL BE APPROVED BY THE CITY'S CONSTRUCTION INSPECTOR. SEE SECTION 7-09 OF SPECIAL PROVISIONS. 9. FIRE HYDRANT (HYD) ASSEMBLY PER CITY OF RENTON STD. PLAN - 310.1 10. INSTALL 1" DOMESTIC WATER SERVICE AND NEW METER BOX AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE BEHIND R.O.W. CITY FORCES TO RE-INSTALL EXISTING AMI METER TO NEW SETTER. REMOVE AND SALVAGE EXISTING METER BOX AND SETTER. 11. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. 12. ALL 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 AND 330.3. NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-WA.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 WA6 56 MEK MEK WATER DETAILS SHEET 6 OF 6 DVS NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-CH.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 CH1 59 CDC CDC PLAN SCALE IN FEET 0 20 40MATCH LINE STA 894+00, SEE ABOVEDUVALL AVENUE NE MATCH LINE STA 894+00, SEE BELOWPLAN SCALE IN FEET 0 20 40 MATCH LINE STA 898+50, SEE SHEET CH2NE 7TH PLDUVALL AVENUE NE NE 8TH STR-1 R-2 X-2 CHANNELIZATION & SIGNING STA 891+50 TO STA 898+50 SHEET 1 OF 5 CS 4 6 1 6 4 5 9 9 9 9 5 1 1 1 1 1 X-1 X-3 S-1 S-2 GENERAL SIGN NOTES: CHANNELIZATION NOTES: 1 2 3 4 6 7 8 9 10 11 12 5 13 14 INSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM TWO-WAY LEFT TURN CENTERLINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM WIDE LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM DOTTED LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL MMA WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10-03 THERMAL PLASTIC TRAFFIC ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL THERMAL PLASTIC TWO-WAY LEFT TURN ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL WHITE THERMAL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50-02 INSTALL 18" THERMAL PLASTIC STOP LINE, PER CITY OF RENTON STD PLAN SP 128 INSTALL THERMAL PLASTIC CROSSWALK LINES PER CITY OF RENTON STD PLAN 127 INSTALL WHITE THERMAL PLASTIC TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 INSTALL MMA DOUBLE YELLOW CENTER LINE, PER WSDOT STD PLAN M-20.10-03 INSTALL MMA WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129. 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO BOTTOM OF LOWEST SIGN. 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED, SIGNS SHALL BE INSTALLED IN SAME CONFIGURATION AT NEW LOCATION. 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. S- SIGN LEGEND: INSTALL NEW SIGN ON POST RELOCATE EXISTING SIGN TO NEW POST REMOVE AND SALVAGE EXISTING SIGN EXISTING SIGN NEW SIGN FLASHING BEACON SIGN (SEE E SHEETS) RADAR SPEED SIGN (SEE E SHEETS) R- X- MATCH LINE STA 908+00, SEE SHEET CH3NE 10TH STDUVALL AVENUE NE 7 79 9 13 6 3 14 14 6 6 6 10 10 10 10 11 MATCH LINE STA 903+00, SEE BELOWMATCH LINE STA 903+00, SEE ABOVENE 9TH ST9 9 9 9 9 1 7 7 3 3 4 4 6 10 7 7 4 1 3 3 10 1 1 DUVALL AVENUE NE R-5 R-6 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-CH.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 CH2 60 CDC CDCMATCH LINE STA 898+50, SEE SHEET CH1R-3 R-4 R-7 R-8 9 10 10 CHANNELIZATION & SIGNING STA 898+50 TO STA 908+00 SHEET 2 OF 5 CS 6 9 10 10 5 5 4 6 1 1 EXISTING "T" INTERSECTION SIGN TO REMAIN EXISTING "STOP" AND STREET SIGNS TO REMAIN S-5X-4 EXISTING "STOP HERE ON RED" SIGN TO REMAIN X-5 S-6 S-3 S-4 GENERAL SIGN NOTES: CHANNELIZATION NOTES: 1 2 3 4 6 7 8 9 10 11 12 5 13 14 INSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM TWO-WAY LEFT TURN CENTERLINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM WIDE LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM DOTTED LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL MMA WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10-03 THERMAL PLASTIC TRAFFIC ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL THERMAL PLASTIC TWO-WAY LEFT TURN ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL WHITE THERMAL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50-02 INSTALL 18" THERMAL PLASTIC STOP LINE, PER CITY OF RENTON STD PLAN SP 128 INSTALL THERMAL PLASTIC CROSSWALK LINES PER CITY OF RENTON STD PLAN 127 INSTALL WHITE THERMAL PLASTIC TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 INSTALL MMA DOUBLE YELLOW CENTER LINE, PER WSDOT STD PLAN M-20.10-03 INSTALL MMA WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129. 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO BOTTOM OF LOWEST SIGN. 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED, SIGNS SHALL BE INSTALLED IN SAME CONFIGURATION AT NEW LOCATION. 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. S- SIGN LEGEND: INSTALL NEW SIGN ON POST RELOCATE EXISTING SIGN TO NEW POST REMOVE AND SALVAGE EXISTING SIGN EXISTING SIGN NEW SIGN FLASHING BEACON SIGN (SEE E SHEETS) RADAR SPEED SIGN (SEE E SHEETS) R- X- MATCH LINE STA 918+00, SEE SHEET CH4MATCH LINE STA 913+00, SEE ABOVEDUVALL AVENUE NE 6 6 14 14 9 9 9 9MATCH LINE STA 908+00, SEE SHEET CH2MATCH LINE STA 913+00, SEE BELOWDUVALL AVENUE NE 9 9 13 6 6 14 14 8 2 2 2 2 13 END BEGIN R-12 R-9 S-8 S-7 R-11 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-CH.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 CH3 61 CDC CDC CHANNELIZATION & SIGNING STA 908+00 TO STA 918+00 SHEET 3 OF 5 CS EXISTING "SCHOOL SPEED LIMIT 20 MPH SIGN WITH FLASHING LIGHT TO REMAIN EXISTING "CROSSWALK AHEAD" SIGN MOUNTED ON LUMINAIRE TO REMAIN EX SOLAR POWER SPEED LIMIT SIGN R-10 GENERAL SIGN NOTES: CHANNELIZATION NOTES: 1 2 3 4 6 7 8 9 10 11 12 5 13 14 INSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM TWO-WAY LEFT TURN CENTERLINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM WIDE LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM DOTTED LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL MMA WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10-03 THERMAL PLASTIC TRAFFIC ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL THERMAL PLASTIC TWO-WAY LEFT TURN ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL WHITE THERMAL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50-02 INSTALL 18" THERMAL PLASTIC STOP LINE, PER CITY OF RENTON STD PLAN SP 128 INSTALL THERMAL PLASTIC CROSSWALK LINES PER CITY OF RENTON STD PLAN 127 INSTALL WHITE THERMAL PLASTIC TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 INSTALL MMA DOUBLE YELLOW CENTER LINE, PER WSDOT STD PLAN M-20.10-03 INSTALL MMA WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129. 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO BOTTOM OF LOWEST SIGN. 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED, SIGNS SHALL BE INSTALLED IN SAME CONFIGURATION AT NEW LOCATION. 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. S- SIGN LEGEND: INSTALL NEW SIGN ON POST RELOCATE EXISTING SIGN TO NEW POST REMOVE AND SALVAGE EXISTING SIGN EXISTING SIGN NEW SIGN FLASHING BEACON SIGN (SEE E SHEETS) RADAR SPEED SIGN (SEE E SHEETS) R- X- MATCH LINE STA 116+50, SEE ABOVEDUVALL AVENUE NE 8 7 13 2END BEGIN 13 2 6 6 14 14 14 14 16 6 6 9 9 13MATCH LINE STA 918+00, SEE SHEET CH3MATCH LINE STA 923+00, SEE BELOWNE 12TH STDUVALL AVENUE NE6 6 6 6 7 7 7 7 8 13 13 14 6 17 14 14 6 6 6 13 2 END BEGIN 2 1010 10 10 99 9 9 11 10 10 12 12 X-6 X-7 X-8 R-17 R-13 S-11 R-14 R-16 R-18 R-19 R-20 R-21 R-22 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-CH.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 CH4 62 CDC CDC 11 10 6 10 10 CHANNELIZATION & SIGNING STA 918+00 TO END SHEET 4 OF 5 10 10 CS X-9 S-12 EXISTING SCHOOL CROSSING WITH DIAGONAL ARROW TO REMAIN S-10S-16 EXISTING STREET NAME SIGNS TO REMAIN S-14 S-13 X-11 X-10 EXISTING "END SCHOOL ZONE" SIGN TO REMAIN R-15 EXISTING "END SCHOOL ZONE" SIGN TO REMAIN S-9 GENERAL SIGN NOTES: CHANNELIZATION NOTES: 1 2 3 4 6 7 8 9 10 11 12 5 13 14 INSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM TWO-WAY LEFT TURN CENTERLINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM WIDE LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM DOTTED LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL MMA WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10-03 THERMAL PLASTIC TRAFFIC ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL THERMAL PLASTIC TWO-WAY LEFT TURN ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL WHITE THERMAL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50-02 INSTALL 18" THERMAL PLASTIC STOP LINE, PER CITY OF RENTON STD PLAN SP 128 INSTALL THERMAL PLASTIC CROSSWALK LINES PER CITY OF RENTON STD PLAN 127 INSTALL WHITE THERMAL PLASTIC TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 INSTALL MMA DOUBLE YELLOW CENTER LINE, PER WSDOT STD PLAN M-20.10-03 INSTALL MMA WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129. 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO BOTTOM OF LOWEST SIGN. 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED, SIGNS SHALL BE INSTALLED IN SAME CONFIGURATION AT NEW LOCATION. 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. S- SIGN LEGEND: INSTALL NEW SIGN ON POST RELOCATE EXISTING SIGN TO NEW POST REMOVE AND SALVAGE EXISTING SIGN EXISTING SIGN NEW SIGN FLASHING BEACON SIGN (SEE E SHEETS) RADAR SPEED SIGN (SEE E SHEETS) R- X- DUVALL AVENUE NE R-23 S-15 2 CH5 CUSTOM DOE SIGN DETAIL NO SCALE DETAIL NOTES: 1. HEADING IN 1.5" TEXT. ALL OTHER LEGEND IN 1" TEXT. 2. COLORS: LEGEND - BLUE (NON-REFLECTIVE) BACKGROUND - WHITE (REFLECTIVE) LOGO - CITY OF RENTON 3. SIGN SIZE IS 24" X 48". R-3 S1-1 SCHOOL CROSSING 901+90 39.5' RT EX BAND TO LIGHT POLE L07 W16-9P AHEAD R-4 S4-3P SCHOOL 903+13 40.0' RT EX SOLAR FLASHER, SEE E SHEETS FOR RELOCATIONR2-1 SPEED LIMIT 20 MPH S4-4P WHEN FLASHING R-5 R2-1 SPEED LIMIT 35 MPH 903+51 39.2' LT EX S5-2 END SCHOOL ZONE R-6 R1-1 STOP 906+12 51.3' LT EX D3-1 STREET NAME NE 10TH ST D3-1 STREET NAME DUVALL AVE NE CUSTOM GUIDE SIGN MARTIN LUTHER KING BAPTIST CHURCH R-7 R10-6 STOP HERE ON RED 906+00 41.7' RT EX R-8 D3-1 STREET NAME 906+10 48.6' RT EX NE 10TH ST, BAND TO LIGHT POLE L12 D3-1 STREET NAME DUVALL AVE NE, BAND TO LIGHT POLE L12 CH3 SIGN SCHEDULE SIGN # DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT S-7 OM3-L OBJECT MARKER 909+18 0.0' RT 12" X 36" IN MEDIAN ON METAL POST S-8 OM3-L OBJECT MARKER 915+75 0.0' RT 12" X 36" IN MEDIAN ON METAL POST R-9 S1-1 SCHOOL CROSSING 911+17 37.0' LT EX W16-9P AHEAD R-11 S4-3P SCHOOL 915+87 39.5' RT EX BAND TO LIGHT POLE L15R2-1 SPEED LIMIT 20 MPH S4-4P WHEN FLASHING R-12 S5-2 END SCHOOL ZONE 916+59 37.0' LT EX CH4 SIGN SCHEDULE SIGN # DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT X-6 R7-1 NO PARKING 918+08 42.5' LT EX X-7 R7-1 NO PARKING 918+69 41.5' LT EX R-22 S1-1 SCHOOL CROSSING 927+22 40.04' LT EX W16-9P AHEAD R3-16A BIKE LANE BEGINS 900+62 39.5' LT EX R3-16 BIKE LANE ENDS 900+62 40.0' RT EX S-9 R9-3A NO PEDESTRIAN CROSSING 919+43 43.5' LT 12" X 18" ORIENT FACING EAST ON EXISTING POST S-11 R9-3A NO PEDESTRIAN CROSSING 919+43 35.5' RT 12" X 18" R-13 S1-1 SCHOOL CROSSING 918+26 39.5' RT EX W16-9P AHEAD R-14 R10-6 STOP HERE ON RED 919+25 40.0' RT EX R-16 S1-1 SCHOOL CROSSING 920+29 38.7' LT EX W16-7P DIAGONAL ARROW R-17 R10-6 STOP HERE ON RED 920+39 38.5' LT EX R-18 S1-1 SCHOOL CROSSING 921+76 39.5' LT EX BAND TO LIGHT POLE L20 W16-9P AHEAD R-19 S4-3P SCHOOL 922+91 39.5' LT EX SOLAR FLASHER, SEE E SHEETS FOR RELOCATIONR2-1 SPEED LIMIT 20 MPH S4-4P WHEN FLASHING R-20 - RADAR SPEED SIGN EX SEE E SHEETS FOR RELOCATION R-21 S4-5 REDUCED SCHOOL SPEED LIMIT AHEAD 926+22 39.5' LT EX BAND TO LIGHT POLE L24 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-CH.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 CH5 63 CDC CDC CH5 SIGN SCHEDULE SIGN # DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT S-15 CUSTOM BIKE BICYCLES MAY USE SIDEWALK 52+28 41.2' LT EX SEE DETAIL 1 THIS SHEET R-23 R3-16A BIKE LANE ENDS 52+28 41.2' LT EX MOUNT ABOVE S-5 CHANNELIZATION & SIGNING BEGIN TO STA 52+60 SHEET 5 OF 5 X- SIGN LEGEND: REMOVE AND SALVAGE EXISTING SIGN INSTALL NEW SIGN ON POST RELOCATE EXISTING SIGN TO NEW POST EXISTING SIGN NEW SIGN FLASHING BEACON SIGN (SEE E SHEETS) RADAR SPEED SIGN (SEE E SHEETS) S- R- CH2 SIGN SCHEDULE SIGN #DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT CS X-4 R10-15 EX TURNING VEHICLES YIELD TO PEDESTRIANS TURNING VEHICLES YIELD TO PEDESTRIANS TURNING VEHICLES STOP FOR PEDESTRIANS TURNING VEHICLES STOP FOR PEDESTRIANS X-5 R10-15 EX S-5 R10-15 (MOD)MOUNT UNDER RELOCATED STOP SIGN, SEE SIGN R-6 S-6 R10-15 (MOD) 906+12 51.3' LT 906+12 51.3' LT 906+55 64.0' RT 906+55 64.0' RT MOUNT UNDER EXISTING STOP SIGN 30" X 30" 30" X 30" BAND TO LIGHT POLE L17 BAND TO LIGHT POLE L25 S-10 R10-15(MOD)TURNING VEHICLES STOP FOR PEDESTRIANS 919+43 43.5' LT 30" X 30" MOUNT UNDER EXISTING STOP SIGN ORIENT FACING WEST BAND TO LIGHT POLE L18 X-8 R10-15 TURNING VEHICLES YIELD TO PEDESTRIANS 919+43 43.5' LT EX X-9 R10-15 TURNING VEHICLES YIELD TO PEDESTRIANS 919+88 53.5' RT EX S-12 R10-15(MOD)TURNING VEHCILES STOP FOR PEDESTRIANS 919+88 53.5' RT 30" X 30" S-13 R1-1 STOP 923+33 40.0' LT 30" X 30" S-14 R1-1 STOP 926+27 40.0' LT 30" X 30" MOUNT UNDER EXISTING STOP SIGNNE 4TH STREETCH1 SIGN SCHEDULE SIGN #DESIGNATION COMMON NAME LOCATION OFFSET SIZE COMMENT R-2 W11-2 PEDESTRIAN CROSSING 891+95 40.0' RT EX X-2 W11-2 PEDESTRIAN CROSSING 894+22 34.0' RT EX S-1 OM3-L OBJECT MARKER 895+13 0.0' RT 12" X 36" X-1 R3-16A BIKE LANE ENDS 890+81 39.0' LT EX X-3 R3-16A BIKE LANE AHEAD 895+02 39.5' LT EX S-2 OM3-L 897+98 0.0' RT 12" X 36" R-1 R1-1 STOP 891+78 46.4' RT EX OBJECT MARKER IN MEDIAN ON METAL POST IN MEDIAN ON METAL POST S-3 OM3-L OBJECT MARKER 902+18 0.0' RT 12" X 36" S-4 OM3-L 903+91 0.0' RT 12" X 36"OBJECT MARKER IN MEDIAN ON METAL POST IN MEDIAN ON METAL POST X-10 X-11 D3-1 STREET NAME NE 12TH ST, MOUNT TO LIGHT POLE L18 D3-1 STREET NAME DUVALL AVE NE, MOUNT TO LIGHT POLE L18R-15 919+42 35.5' RT CUSTOM GUIDE SIGN EX DEAD END, MOUNT TO LIGHT POLE L18 R-10 913+15 40.0' RT EXS4-5 SCHOOL SPEED LIMIT 20 MPH 6 6 7 7 3.13"10"17.26"2.59.12"3"8.56"2.5.5".75"3.88"21.53"4.24"4.24" R=1.8 8 " 1 CH5 CUSTOM BIKE SIGN DETAIL NO SCALE DETAIL NOTES: 1. ALL LEGEND IN SERIES C 2000 (4") LETTERING. 2. COLORS: LEGEND - BLACK (RETROREFLECTIVE) BACKGROUND - WHITE (RETROREFLECTIVE) 3. SIGN SIZE IS 30" X 30". COST: $X,XXX,XXX FUNDING SOURCES: LOCAL CITY FUNDS WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER GRANT ENGINEER: PARAMETRIX PUYALLUP, WASHINGTON FOR INFORMATION PLEASE CONTACT CITY OF RENTON - (425)430-6501 CONTRACTOR: XX XX XX DUVALL AVE NE S-16 CUSTOM DOE DEPT. OF ECOLOGY GRANT INFORMATION 919+43 43.5' LT 24"x48" SEE DETAIL 2 THIS SHEET GENERAL SIGN NOTES: CHANNELIZATION NOTES: 1 2 3 4 6 7 8 9 10 11 12 5 13 14 INSTALL RPM DOUBLE CENTER LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM TWO-WAY LEFT TURN CENTERLINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM WIDE LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL RPM DOTTED LANE LINE, PER WSDOT STD PLAN M-20.50-02 INSTALL MMA WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10-03 THERMAL PLASTIC TRAFFIC ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL THERMAL PLASTIC TWO-WAY LEFT TURN ARROWS, PER CITY OF RENTON STD PLAN 109 AND WSDOT STD PLAN M-24.40-02 INSTALL WHITE THERMAL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50-02 INSTALL 18" THERMAL PLASTIC STOP LINE, PER CITY OF RENTON STD PLAN SP 128 INSTALL THERMAL PLASTIC CROSSWALK LINES PER CITY OF RENTON STD PLAN 127 INSTALL WHITE THERMAL PLASTIC TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 INSTALL MMA DOUBLE YELLOW CENTER LINE, PER WSDOT STD PLAN M-20.10-03 INSTALL MMA WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 1. ALL NEW AND RELOCATED SIGNS SHALL BE INSTALLED PER CITY OF RENTON STD PLAN 129. 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO BOTTOM OF LOWEST SIGN. 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED, SIGNS SHALL BE INSTALLED IN SAME CONFIGURATION AT NEW LOCATION. 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. NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-PU.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 PU1 64 MEK MEK DUVALL AVENU E N E POWER UNDERGROUNDING PLAN NE 7TH PL TO NE 9TH ST SHEET 1 OF 4 - PLAN SCALE IN FEET 0 20 40NE 7TH PLNE 8TH STDUVALL AVENU E N E PLAN SCALE IN FEET 0 20 40MATCH LINE STA 896+50, SEE ABOVEMATCH LINE STA 896+50, SEE BELOWC-LINE NE 9TH STC-LINE HH1 1-3", 3-4" J01 GENERAL NOTES: 1. LOCATING EXISTING UTILITIES PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 2. ALL VAULTS AND CONDUITS SHALL BE INSTALLED AT THE GENERAL LOCATIONS SHOWN ON THE PLANS. LOCATION SHOWN ARE SCHEMATIC. CONTRACTOR SHALL COORDINATE EXACT VAULT LOCATIONS AND ELEVATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 3. LOCATIONS AND DESIGN SPECIFICATIONS FOR EQUIPMENT AND TRENCHES SHALL BE COORDINATED WITH PSE, PRIOR TO CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR EXCAVATION, TRENCHING, INSTALLATION AND BACKFILL OF PSE SUPPLIED MATERIALS AS NOTED ON THESE PLANS. 5. EXISTING AND PROPOSED UNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE ON THE PLANS. J02 IP01 P01 CONDUIT SCHEDULE RUN NO. CONDUIT LENGTH CONDUIT SIZE PUGET SOUND ENERGY COMCAST 2" 3" 4" 4" 1 10 LF 1 2 10 LF 1 3 1 3170 LF 3 1 4 40 LF 1 5 20 LF 2 6 20 LF 1 7 20 LF 1 8 20 LF 2 9 550 LF 3 10 40 LF 2 11 20 LF 1 1-4" COMCAST UNDERGROUNDING NOTES: INSTALL CONDUIT RISER(S) ON EXISTING PSE UTILITY POLE. SIZE AND QUANTITY AS NOTED ON PLAN. INSTALL VAULT - COMCAST TYPE 1'6" X 3'0" ABOVE GRADE PEDESTAL. CONTRACTOR TO COORDINATE WITH COMCAST FOR COMCAST INTERCEPTION OF EXISTING CONDUIT AND ROUTING INTO NEW PEDESTAL. 1-4" FB1 POWER UNDERGROUNDING NOTES: INSTALL VAULT - PSE TYPE 2'6" X 2'6" X 2'0" BELOW GRADE HANDHOLE. SEE DETAIL 1, SHEET PU4. INSTALL VAULT - PSE TYPE 4'8" X 7' X 5'8" BELOW GRADE 575 J-BOX & PULL VAULT WITH ANTI-SKID DOORS. SEE DETAIL 2, SHEET PU4. INSTALL CONDUIT RISER(S) ON PSE UTILITY POLE. SIZE AND QUANTITY AS NOTED ON PLAN. INTERCEPT EXISTING PSE CONDUIT AND ROUTE INTO NEW VAULT. SIZE AS NOTED ON PLAN. CONNECT CONDUITS INTO EXISTING PSE VAULT. INSTALL VAULT - PSE TYPE 5'3" X 2'3" X 2'9" BELOW GRADE FIBER VAULT. SEE DETAIL 3, SHEET PU4. POLE TO BE INSTALLED BY PSE PRIOR TO CONSTRUCTION. LOCATION MAY NOT BE AT EXACT LOCATION SHOWN. REMOVE EXISTING PSE VAULT. CONTRACTOR TO COORDINATE REMOVAL WITH PSE. LEGEND: COMMUNICATIONS VAULT POWER VAULT COMMUNICATIONS CONDUIT POWER CONDUIT CONSTRUCTION NOTE CONDUIT NOTE SEE WIRE SCHEDULE PSE IDENTIFIER # # # NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-PU.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 PU2 65 MEK MEK POWER UNDERGROUNDING PLAN STA 916+50 TO STA 921+50 SHEET 2 OF 4 - DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 NE 12TH STC-LINE J03 J04 HH2 P03 J07 J05 P04 1-3", 1-4" 1-2", 2-3" J08 J06 1-4" IP02 IP03 IP04 1-4" 1-4" CONDUIT SCHEDULE RUN NO. CONDUIT LENGTH CONDUIT SIZE PUGET SOUND ENERGY 2" 3" 4" 6" 12 10 LF 1 13 10 LF 1 14 20 LF 2 15 10 LF 1 16 90 LF 1 1 17 120 LF 1 2 18 20 LF 2 19 30 LF 1 20 100 LF 2 21 30 LF 42 22 80 LF 22 23 10 LF 1 24 10 LF 1 25 10 LF 1 POWER UNDERGROUNDING NOTES: INSTALL VAULT - PSE TYPE 2'6" X 2'6" X 2'0" BELOW GRADE HANDHOLE. SEE DETAIL 1, SHEET PU4. INSTALL VAULT - PSE TYPE 4'8" X 7' X 5'8" BELOW GRADE 575 J-BOX & PULL VAULT WITH ANTI-SKID DOORS. SEE DETAIL 2, SHEET PU4. INSTALL CONDUIT RISER(S) ON PSE UTILITY POLE. SIZE AND QUANTITY AS NOTED ON PLAN. INTERCEPT EXISTING PSE CONDUIT AND ROUTE INTO NEW VAULT. SIZE AS NOTED ON PLAN. CONNECT CONDUITS INTO EXISTING PSE VAULT. INSTALL VAULT - PSE TYPE 5'3" X 2'3" X 2'9" BELOW GRADE FIBER VAULT. SEE DETAIL 3, SHEET PU4. POLE TO BE INSTALLED BY PSE PRIOR TO CONSTRUCTION. LOCATION MAY NOT BE AT EXACT LOCATION SHOWN. REMOVE EXISTING PSE VAULT. CONTRACTOR TO COORDINATE REMOVAL WITH PSE. GENERAL NOTES: 1. LOCATING EXISTING UTILITIES PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 2. ALL VAULTS AND CONDUITS SHALL BE INSTALLED AT THE GENERAL LOCATIONS SHOWN ON THE PLANS. LOCATION SHOWN ARE SCHEMATIC. CONTRACTOR SHALL COORDINATE EXACT VAULT LOCATIONS AND ELEVATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 3. LOCATIONS AND DESIGN SPECIFICATIONS FOR EQUIPMENT AND TRENCHES SHALL BE COORDINATED WITH PSE, PRIOR TO CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR EXCAVATION, TRENCHING, INSTALLATION AND BACKFILL OF PSE SUPPLIED MATERIALS AS NOTED ON THESE PLANS. 5. EXISTING AND PROPOSED UNDERGROUND UTILITIES ARE SHOWN FOR REFERENCE ON THE PLANS. LEGEND: COMMUNICATIONS VAULT POWER VAULT COMMUNICATIONS CONDUIT POWER CONDUIT CONSTRUCTION NOTE CONDUIT NOTE SEE WIRE SCHEDULE PSE IDENTIFIER # # # NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-PU.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 66 MEK MEK POWER UNDERGROUNDING NOTES SHEET 3 OF 4 - ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. PSE GENERAL SPECIFICATIONS Scope of Work - OH to UG conversion along Duvall Ave NE between NE 7th Pl and NE Sunset Blvd. General -All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards are available upon request. -Work sites shall be kept clear of debris and all construction materials; equipment and packing shall be removed daily. -Return all unused and removed poles, transformers and hardware to PSE, storeroom. All copper shall be coiled and returned the day it is removed from the poles. Remove all unused pins and insulators. -Return all streetlights, area lights and floodlights to Sumner yard. Pre-Construction -Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advance of starting work in Right-of-way involving a Permit. -All system switching shall be approved by System Operations (425-882-4652) a minimum of 48 hours in advance. -Notify customers of all outages 48 hours in advance. Work Drawings & Documents -PSE Project Manager or Engineer shall approve field design changes. -Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of work sketch. -Return one Foreman's copy of work sketch to Project Manger at completion of job. -When permits are required, a copy of the permits shall be available on work site at all times. Safety - efer to PSE standards 6275.3000 for requirements on System Grounding -Refer to PSE standards 6275.9210, 6275.9230 and 6275.6250 for personal protective grounding requirements. -Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. -Proper line clearances shall be taken at the beginning, and released at the end, of each workday, or as otherwise instructed by the System Operator. -Provide signs, barricades, and traffic control in conformance with permit regulations. -Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. -Maintain traffic flow as required by permitting agency. Joint Facilities -Coordinate with Communication Companies for transfers. OVERHEAD CONSTRUCTION Poles & Structures -Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the center of the pole. -All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole than specified. -Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 at new gang operated switch locations. -Install grid numbers on all new and existing poles as shown on sketch. -Straighten existing poles as indicated or as necessary. -Treat all field-drilled poles with copper napthenate wood preservative. -Remove old poles after communication companies have 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. Cable Tags and Pulling -Primary Underground Cable Identification Tag installation shall conform to PSE standards 6825.6050. -Cable Pulling shall conform to PSE standards 6825.6100 and 6825.6150 RESPONSIBILITIES OF THE CITY Documentation -The city and their contractor shall attend a pre-construction meeting specifically for installation of bare duct and vault system. -PSE will provide to the city contractor with construction plans for the installation of PSE duct and vault system. -All installations shall conform to specifications contained in this document and all relevant PSE standards. Safety -Field changes shall be pre-approved by PSE or designated representative prior to construction with proof of acceptance required prior to PSE acceptance of completed duct and vault system. -The city contractor shall not access energized power vaults without the assistance of PSE line workers. Trench and Excavation -The city contractor shall not expose energized power conductors (direct buried or in conduit) without the assistance of PSE line workers. -The city shall provide all trench excavation and backfill for the installation of new or modified PSE underground distribution system within the construction area. -All trench excavation shall conform to PSE standards 6790.0075, 6790.0130, 6790.0140, 6790.0250, and 6790.3050. -PSE plans show general trench alignment. They do not show specific cross sections with existing or proposed other utilities. It is the City's responsibility to install PSE facilities at necessary depths to avoid and provide required clearances to other existing or proposed utilities. -Construct the shared utility trench where the various utilities can transition in and out of the trench line in an orderly fashion without altering duct bank alignments of other utility. Separation of crossing utilities sharing the common utility trench is 6”. -After the new underground system is installed an energized, additional excavation may be necessary to re-train existing underground cables into the new vaults. This excavation will be provided by the city with 48 hours notice. - Placement of other utility vaults within the trench line alignment encumbering access to PSE facilities is not allowed. - If four or more six inch conduits are installed in a trench, fluidized thermal backfill (FTB) shall be installed around the conduits to a depth of six inches above and to the sides of the conduit, and two inches underneath, per PSE Standard 6790.0140. Vault Installation -City shall install PSE vaults in accordance with PSE standards 6775.0035 and 6775.0040. -Vault hole excavation shall be prepared level and free of debris with a minimum 6” base of crushed rock to prevent vault settling. -PSE Vaults in planter areas shall be set 2” above final grade. -PSE Vaults in hard surface locations such as sidewalks shall be adjusted to match finished grade prior to the installation of PSE conductors and equipment. Maximum adjustment up is 5”- more than 5” require and additional riser. - Note: The city contractor will not be allowed to make vault adjustments after PSE conductors and equipment are energized. PSE line crew will perform the adjustments on a change order basis. -City shall provide all surveying necessary to assure all PSE vaults are installed in the alignment location specified in this document. The city shall be responsible for establishing grade elevation for PSE vaults. -All PSE vaults shall be clean and clear of construction debris with all knockouts and cover adjustments grouted to PSE satisfaction prior to PSE accepting delivery of bare conduit & vault system. Conduit Installation -All PSE conduit installations shall conform to PSE standards 6800.6000, 6800.8050, and 6825.6505. -All conduits shall be routed and installed per conduit tables, installation diagrams, and details in this work sketch. -The city shall proof every PSE conduit run prior to final PSE acceptance. Proofing is defined as pulling a mandrel of the same diameter through the conduit. Mule tape provided by PSE shall be pulled in behind the mandrel in each conduit run as evidence of proofing. A plug shall be installed in all spare conduits. -All conduits entering PSE vaults shall be through the appropriate knockouts to ensure proper cable lay. Vault entries causing cables to cross each other in the vault, or lay in the vault unevenly, will be rejected and corrected at the expense of the city contractor. - All conduit entries into PSE vault shall be straight and level with a minimum of 6' straight section outside the vault wall and 2” on conduit extending into the vault with bell ends installed. - PSE conduits shall be placed in the trench maintaining a minimum of 1-1/2” of separation. Use conduit spacers (provided by PSE) every 10'. -PSE conduit runs shall be placed straight and level. Should it become necessary to alter conduit alignments to avoid other utilities the maximum bend radius allowed is 22-1/2 degrees. Bend radius greater than 22-1/2 degrees require prior approval from PSE engineering representatives. -All PSE conduits shall be placed with the minimum separation between other utility facilities as specified in PSE standard 6790.0130. Refer to the typical utility trench cross section detail in this work sketch. -All PSE conduits shall have a minimum of 36” of cover. Cover of less than 36” is permissible on a case by case basis provided that such installations adhere to PSE standard 6790.0130 figure 2. Pre-approval by PSE engineering representatives is required. -City installed empty conduit is not able to be located by normal means. It is the City's responsibility to note the location and depth of the installed conduit and protect it from damage by themselves or others throughout the duration of the project. Materials -The city shall not backfill PSE facilities until authorized by the PSE Inspector. -City shall be responsible for the security all PSE materials delivered to the job site. -The city contractor shall sign material manifest slips for all PSE materials delivered to the job site. -Initial delivery of PSE materials to the job site requires 10 days minimum advanced notice to PSE storeroom. -After the initial delivery of materials subsequent bulk material deliveries to the job site by PSE vendors require a minimum of 5 days- advanced notice to PSE storeroom. -PSE representatives will provide delivery of all miscellaneous material necessary for duct & vault installation, such as couplings, glue, bends, etc., with minimum 3 days advanced notice to the PSE storeroom. -City shall provide equipment and labor necessary to off load material on site. -All vaults will be delivered by the manufacture to the job site as follows: --575 and smaller with a minimum 3 days advanced notice to PSE storeroom. --5106 and larger with a minimum 5 days advanced notice to PSE storeroom. -If vault excavation is not ready when vaults are delivered, city contractor will provide necessary equipment to install vaults. Install mastic sealant between the sections of mult-section vaults (sealant provided by manufacturer). -All unused material shall be returned to PSE stores and reconciled after PSE duct & vault installations are complete. Inspection -PSE will provide an Inspector during city contractor installation of PSE bare duct and vault system. -The roll of the PSE Inspector is limited to verification of compliance to all relevant PSE standards and practices. The PSE Inspector will not approve changes to planned PSE facility locations or change orders. -The PSE Inspector will be the contact for all issues concerning installation of bare duct and vault system for PSE and provide a liaison between the field and engineering for change requests. -The city shall provide the PSE Inspector the means (survey staking) to verify proper depth of burial and location for all PSE facilities to the satisfaction of the PSE Inspector on site. If the Inspector is unable to verify proper depth of burial, location, or grade of PSE facilities a non-compliance document will be issued effecting PSE final acceptance of city installed facilities for PSE. PU3 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-PU.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 67 MEK MEK POWER UNDERGROUNDING DETAILS SHEET 4 OF 4 - 2" to 3" Excavation - 24 cubic yards SIDE VIEW 6'-4" to 6'-5"Crushed 6" Rock TOP VIEW 9' 11' 7'-0" 4'-0" 8" 4'-8" Final Grade (Pavement) 1'-0" Tubes for 1" Adjustable Cover Section 1835 lbs 4760 lbs (2) 3' Square Anti-Skid 5'-8" Adjustable Bolts (4) Doors 2490 lbs Top Handhole NOTE: The Top Cover shall be leveled and adjusted to Final Grade using the Adjustable Bolts. This Installation is for Pavement or Sidewalks only. Adjustable Cover (See NOTE Below) 575 J-BOX & PULL VAULT EXCAVATION DETAIL - J01, J03, J04, J08 SCALE: NONE MID# 9996162 WIDTH VARIES PER NUMBER AND SIZE OF CONDUITS (8" MIN) SIZE AND NUMBER OF POWER/COMM CONDUITS PER PLANS/SCHEDULE (TYP)30" MIN6" MIN SAND SHADING 2" MIN SAND BEDDING FINISHED GRADE BACKFILL 2" MIN PU4 SINGLE PHASE SECONDARY CONCRETE HANDHOLE - HH1,HH2 Not to scale 6050.2020-1 TOP VIEW SIDE VIEW 2'-4" EXCAVATION: 5-1/3 CUBIC YARDS 7'-0" 6'-0" 6" Crushed rock 2" Install PVC bell ends and grout into wall Handhole 820 lbs Conduits and conductors shall enter from ends of handhole through knockouts provided Typical customer run service conductors in duct Steel Door Seal conduit with foam 2'-6"2'-6" 2'-0" 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. FIBER VAULT DETAIL - FB1 SCALE: NONE CLINK PID# 2378448 COVER WITHADJUSTABLE FRAMENo. 38/25-TA No. 25-TVAULT A A PLAN VIEW SECTION A-A END VIEW Communications Primary Power Cables or Conduit Excavated Dirt Pile ROADSIDE Final Grade 24" Min 12" Min Separation 36" Min Cover 48" Max Backfill (No rocks over 10" diameter) Separation 12" Min Gas 4" Sand Bedding 32" Typical (Power, Gas, and Communications) Primary-Mainline Gas & Communications (NTS) 12" Min Separation 6" or 12" Min Sand Shading after Compaction - A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter. Trench and backfill requirements for primary electric line extension trenches (No PSE gas) - A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter. NOTE: 3/4"Ø Insert, w/ Hex Bolt 2 Each Side, 2 Sides 1 1/2" Dia. Lift Hole 1 Each Side, 2 Sides Bolt-Down Locking (2) 1/2" Dia. Hex Bolts 5'-2 1 2" 2'-3" Recessed Lift Handle Galvanized Diamond Plate Covers w/ Bolt-Down Locking 3 1 2" Adjustment Full Length 10" Wide Knockout In Floor For Intercepts 3/4" Dia. Pulling Insert 1 Each End, 2 Ends Galvanized "C" Channel, 4'-0" Lg. 1 Each Side, 2 Sides 8 1 2" Full Length Knockout 8 1 2"10"1 12"1'-11"2'-7"6 14"1 34"2'-8 12"2'-3 12"3 12"1 1 2" 2'-8 1 2" 2'-7" 2'-3" 5'-2 12" 1'-10" 4'-9 12" Full 180° Open Suitable For H-20 Wheel Load In Off-Street Locations Where Not Subjected To High-Density Traffic. NOTE:24" MINCity Illumination Conduit, 24" Min Cover (Where Applicable) PLAN SCALE IN FEET 0 20 40 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 E1 68 MEK MEK MATCH LINE STA 898+50, SEE SHEET E2MATCH LINE STA 894+00, SEE ABOVEMATCH LINE STA 894+00, SEE BELOWPLAN SCALE IN FEET 0 20 40NE 7TH PLDUVALL AVENUE NE NE 8TH ST9 L011 3 L02 1 4 L03 1 3 L04 1 3 L05 1 3 DUVALL AVENUE NE EX SVC SC354 10 ELECTRICAL PLAN BEGIN TO STA 898+50 SHEET 1 OF 10 ELECTRICAL NOTES: CONSTRUCT DECORATIVE LUMINAIRE, POLE AND FOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET E10 FOR MORE DETAILS. INSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT FINISHED GRADE IN SIDEWALK. INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE LOCATION SHOWN, PER COR STD PLAN 120. EXISTING UTILITY POLE (PSE) AND LUMINAIRE TO REMAIN. EXISTING UTILITY POLE, LUMINAIRE AND GUY WIRE TO BE REMOVED BY UTILITY COMPANY, SEE SITE PREPARATION SHEETS. EXISTING LUMINAIRE POLE (CITY) TO REMAIN. 1 3 4 9 10 11 ELECTRICAL LEGEND: JUNCTION BOXES (WSDOT TYPES 1, 2, 8) DECORATIVE ROADWAY POLE AND LUMINAIRE STREET LIGHT TYPE PS SIGNAL POLE PEDESTRIAN PUSH BUTTON SIGNAL POLE SIGNAL POLE W/ LUMINAIRE PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR CONTROLLER CABINET SERVICE CABINET SMALL CABLE VAULT POWER POLE FLASHING BEACON SIGN ASSEMBLY RADAR SPEED SIGN CONDUIT (SEE WIRE SCHEDULE) POLE IDENTIFIER CONDUIT/WIRE NOTE SEE WIRE SCHEDULE ON SHEET E10 ELECTRICAL NOTE # # 1 1 1 1 1 1 1 1 1 1 1 GENERAL NOTES: 1. THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 5. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423. 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. C-LINE C-LINE CS 11 11 11 # NE 10TH STDUVALL AVENUE NE 5 L091 PLAN SCALE IN FEET 0 20 40 4 17 22 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/22/2021 E2 69 MEK MEK MATCH LINE STA 908+00, SEE SHEET E3MATCH LINE STA 903+00, SEE ABOVEMATCH LINE STA 903+00, SEE BELOWMATCH LINE STA 898+50, SEE SHEET E1L06 1 4 L071 4 L081 3 L101 3 PLAN SCALE IN FEET 0 20 40 L111 4 L121 DUVALL AVENUE NE NE 9TH ST4 5 4 EX SVC SC122 12 ELECTRICAL PLAN STA 898+50 TO STA 908+00 SHEET 2 OF 10 14 5 1 10 1 1 1 1 1 1 1 1 1 10 2 2 2 2 8 9 9 9 9 21 21 1 7 5 C-LINE C-LINE ELECTRICAL NOTES: CONSTRUCT DECORATIVE LUMINAIRE, POLE AND FOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET E10 FOR MORE DETAILS. INSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT FINISHED GRADE IN SIDEWALK. INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE LOCATION SHOWN, PER COR STD PLAN 120. REMOVE EXISTING JUNCTION BOX AND REPLACE WITH JUNCTION BOX TYPE 2. REINSTALL CONDUIT AND WIRE IN JUNCTION BOX. SEE WIRE SCHEDULE. INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX. EXISTING UTILITY POLE (PSE) AND LUMINAIRE TO REMAIN. EXISTING LUMINAIRE POLE (CITY) TO REMAIN. CONNECT NEW LIGHTING (CIRCUIT LTG1) IN EXISTING SERVICE CABINET. REMOVE EXISTING SOLAR POWERED FLASHING BEACON ASSEMBLY AND FOUNDATION. CONSTRUCT NEW FOUNDATION PER WSDOT STD PLAN J-21.10-04 WITH MODIFIED BOLT PATTERN TO MATCH EXISTING POLE AND REINSTALL SOLAR POWERED FLASHING BEACON ASSEMBLY AT LOCATION SHOWN. PROVIDE TWO, 12 COUNT PATCH PANELS AND ETHERNET SWITCH FOR INSTALLATION IN EXISTING CONTROLLER CABINET. SPLICE FIBER 1-12 OF THE BLUE TUBE AND FIBER 13-24 OF THE ORANGE TUBE AND INSTALL IN PATCH PANELS. COORDINATE WORK WITH CITY. SPLICE NEW STREET LIGHT WIRING TO EXISTING ILLUMINATION WIRING IN EXISTING JUNCTION BOX. 1 3 4 5 7 9 11 12 14 17 22 CS 11 11 11 11 11 GENERAL NOTES: 1. THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 5. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423. 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. ELECTRICAL LEGEND: JUNCTION BOXES (WSDOT TYPES 1, 2, 8) DECORATIVE ROADWAY POLE AND LUMINAIRE STREET LIGHT TYPE PS SIGNAL POLE PEDESTRIAN PUSH BUTTON SIGNAL POLE SIGNAL POLE W/ LUMINAIRE PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR CONTROLLER CABINET SERVICE CABINET SMALL CABLE VAULT POWER POLE FLASHING BEACON SIGN ASSEMBLY RADAR SPEED SIGN CONDUIT (SEE WIRE SCHEDULE) POLE IDENTIFIER CONDUIT/WIRE NOTE SEE WIRE SCHEDULE ON SHEET E10 ELECTRICAL NOTE # # # MATCH LINE STA 918+00, SEE SHEET E4MATCH LINE STA 913+00, SEE ABOVEDUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40MATCH LINE STA 908+00, SEE SHEET E2MATCH LINE STA 913+00, SEE BELOWDUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 15 20 19 15 23 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 E3 70 MEK MEK L13 1 3 L14 1 3 L15 1 3 L16 1 3 4 6 10 ELECTRICAL PLAN STA 908+00 TO STA 918+00 SHEET 3 OF 10 9 10 10 10 10 3 3 3 24 24 3 24 3 C-LINE C-LINE ELECTRICAL NOTES: CONSTRUCT DECORATIVE LUMINAIRE, POLE AND FOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET E10 FOR MORE DETAILS. INSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT FINISHED GRADE IN SIDEWALK. INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE LOCATION SHOWN, PER COR STD PLAN 120. INTERCEPT EXISTING CONDUIT AND ROUTE INTO NEW JUNCTION BOX. EXISTING UTILITY POLE, LUMINAIRE AND GUY WIRE TO BE REMOVED BY UTILITY COMPANY, SEE SITE PREPARATION SHEETS. EXISTING LUMINAIRE POLE (CITY) TO REMAIN. INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-01 AT APPROXIMATE LOCATION SHOWN. REMOVE EXISTING JUNCTION BOX. PROTECT EXISTING FLASHING BEACON ASSEMBLY AND CONNECT TO NEW JUNCTION BOX ADJACENT TO POLE. 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. 1 3 4 6 10 11 15 19 20 CS 11 11 23 GENERAL NOTES: 1. THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 5. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423. 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. ELECTRICAL LEGEND: JUNCTION BOXES (WSDOT TYPES 1, 2, 8) DECORATIVE ROADWAY POLE AND LUMINAIRE STREET LIGHT TYPE PS SIGNAL POLE PEDESTRIAN PUSH BUTTON SIGNAL POLE SIGNAL POLE W/ LUMINAIRE PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR CONTROLLER CABINET SERVICE CABINET SMALL CABLE VAULT POWER POLE FLASHING BEACON SIGN ASSEMBLY RADAR SPEED SIGN CONDUIT (SEE WIRE SCHEDULE) POLE IDENTIFIER CONDUIT/WIRE NOTE SEE WIRE SCHEDULE ON SHEET E10 ELECTRICAL NOTE # # # MATCH LINE STA 923+00, SEE ABOVEDUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 L22 1 2 L23 12 8 8MATCH LINE STA 918+00, SEE SHEET E3MATCH LINE STA 923+00, SEE BELOWNE 12TH STDUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 L201 3 1 2 L19 L211 3 8 SEE SHEET E6 13 15 MATCH LINE STA 928+00, SEE SHEET E5NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 E4 71 MEK MEK 1 3 L181 2 L24 1 2 L25 12 14 L17 4 8 4 6 EX SVC SC067 16 ELECTRICAL PLAN STA 918+00 TO STA 928+50 SHEET 4 OF 10 EX SVC SC066 24 24 3 3 240 10 240 13 12 6 6 14 18 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0 10 10 10 9 20 20 C-LINE C-LINE ELECTRICAL NOTES: CONSTRUCT DECORATIVE LUMINAIRE, POLE AND FOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET E10 FOR MORE DETAILS. CONSTRUCT JUNCTION BOX, CONCRETE PAD AND ELECTRICAL WIRING SYSTEM PER COR STD PLANS 119 AND 120. INSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT FINISHED GRADE IN SIDEWALK. INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE LOCATION SHOWN, PER COR STD PLAN 120. INTERCEPT EXISTING CONDUIT AND ROUTE INTO NEW JUNCTION BOX. REMOVE EXISTING LIGHT STANDARD, FOUNDATION AND ADJACENT JUNCTION BOX. SALVAGE LIGHT STANDARD TO CITY. REMOVE AND SALVAGE EXISTING RADAR SPEED LIMIT SIGN FROM EXISTING STREET LIGHT STANDARD. ATTACH AND INSTALL NEW SOLAR POWERED RADAR SPEED LIMIT SIGN TO NEW STREET LIGHT STANDARD. REMOVE EXISTING SOLAR POWERED FLASHING BEACON ASSEMBLY AND FOUNDATION. CONSTRUCT NEW FOUNDATION PER WSDOT STD PLAN J-21.10-04 WITH MODIFIED BOLT PATTERN TO MATCH EXISTING POLE AND REINSTALL SOLAR POWERED FLASHING BEACON ASSEMBLY AT LOCATION SHOWN. INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-01 AT APPROXIMATE LOCATION SHOWN. REMOVE EXISTING ILLUMINATION AND RADAR FEEDBACK SIGN CIRCUIT WIRE AND USE CONDUIT FOR NEW FIBER. 1 2 3 4 6 8 13 14 15 16 CS GENERAL NOTES: 1. THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 5. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423. 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. ELECTRICAL LEGEND: JUNCTION BOXES (WSDOT TYPES 1, 2, 8) DECORATIVE ROADWAY POLE AND LUMINAIRE STREET LIGHT TYPE PS SIGNAL POLE PEDESTRIAN PUSH BUTTON SIGNAL POLE SIGNAL POLE W/ LUMINAIRE PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR CONTROLLER CABINET SERVICE CABINET SMALL CABLE VAULT POWER POLE FLASHING BEACON SIGN ASSEMBLY RADAR SPEED SIGN CONDUIT (SEE WIRE SCHEDULE) POLE IDENTIFIER CONDUIT/WIRE NOTE SEE WIRE SCHEDULE ON SHEET E10 ELECTRICAL NOTE # # # DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 19 PLAN SCALE IN FEET 0 20 40MATCH LINE STA 928+00, SEE SHEET E4NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 E5 72 MEK MEK 16 18 16 16 EX SVC SC06821 ELECTRICAL PLAN STA 928+00 TO END AND BEGIN TO STA 52+60 SHEET 5 OF 10 96 COUNT (N. 1ST & WELLS) - FIBER 7-12 - FIBER 37-42 36 COUNT (HAZEN HIGH SCHOOL) - FIBER ?-? - FIBER 25-30 36 COUNT (SUNSET & DUVALL SIGNAL CABINET) - FIBER 1-6 - FIBER 7-12 72 COUNT (RENTON SCHOOL DISTRICT) - FIBER ?-? 24 COUNT (DUVALL & 21ST) - FIBER 1-6 - FIBER 7-12 COYOTE SPLICE ENCOSURE: EXISTING FIBER CONTRACTOR INSTALLED FIBER 72 COUNT (FIBER 1-24 SIGNALS, FIBER 25-48 CITY NETWORK, FIBER 49-72 FUTURE USE) - FIBER 1-6 - FIBER 7-12 - FIBER 25-30 LEGEND: EXISTING FIBER CONNECTION PROPOSED FIBER SPLICE (BY CONTRACTOR) CUT AT EXISTING SPLICE (BY CONTRACTOR)NE 4TH ST3 7 4 9 9 9 9 9 23 7 11 0 DUVALL AVENUE NE NE SUNSET BLVD C-LINE ELECTRICAL NOTES: INSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT FINISHED GRADE IN SIDEWALK. INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE LOCATION SHOWN, PER COR STD PLAN 120. INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX. EXISTING UTILITY POLE (PSE) AND LUMINAIRE TO REMAIN. REMOVE EXISTING ILLUMINATION AND RADAR SIGN CIRCUIT WIRE AND USE CONDUIT FOR NEW FIBER. IN EXISTING TA-25 VAULT, SPLICE FIBER PER DETAIL 1, THIS SHEET. COORDINATE WORK WITH CITY. REMOVE EXISTING JUNCTION BOX. DISCONNECT EXISTING RADAR SPEED SIGN CIRCUIT WIRE AND REMOVE WIRE FROM EXISTING SERVICE. ROUTE FIBER THROUGH SERVICE CABINET FOR CONNECTION AT TA-25 VAULT AT NE CORNER OF INTERSECTION. 3 4 7 9 16 18 19 21 CS 9 GENERAL NOTES: 1. THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 5. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423. 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. ELECTRICAL LEGEND: JUNCTION BOXES (WSDOT TYPES 1, 2, 8) DECORATIVE ROADWAY POLE AND LUMINAIRE STREET LIGHT TYPE PS SIGNAL POLE PEDESTRIAN PUSH BUTTON SIGNAL POLE SIGNAL POLE W/ LUMINAIRE PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR CONTROLLER CABINET SERVICE CABINET SMALL CABLE VAULT POWER POLE FLASHING BEACON SIGN ASSEMBLY RADAR SPEED SIGN CONDUIT (SEE WIRE SCHEDULE) POLE IDENTIFIER CONDUIT/WIRE NOTE SEE WIRE SCHEDULE ON SHEET E10 ELECTRICAL NOTE # # # PLAN NE 12TH ST/DUVALL AVE NE SIGNAL RELOCATION SCALE IN FEET 0 5 10SIGNAL CONSTRUCTION NOTES: A. REMOVE EXISTING SIGNAL POLE WITH LUMINAIRE AND FOUNDATION. B. CONSTRUCT NEW FOUNDATION PER WSDOT STD PLAN J-26.10-03, EXCEPT MATCH EXISTING SIGNAL POLE ANCHOR BOLT PATTERN. REINSTALL AND RECONNECT EXISTING SIGNAL POLE WITH LUMINAIRE ON NEW FOUNDATION. REINSTALL ALL SIGNAL EQUIPMENT AND RESTORE WIRING. A. REMOVE EXISTING TYPE PS PEDESTRIAN SIGNAL POLE AND FOUNDATION. B. CONSTRUCT NEW FOUNDATION IN PEDESTRIAN CURB PER WSDOT STD PLAN J-20.11-03. INSTALL AND RECONNECT EXISTING TYPE PS PEDESTRIAN SIGNAL POLE ON NEW FOUNDATION. REINSTALL ALL EQUIPMENT ON SIGNAL POLE AND RESTORE WIRING. MAINTAIN PPB ORIENTATION ON POLE. A. INTERCEPT EXISTING SIGNAL AND ILLUMINATION CONDUITS IN EXISTING JUNCTION BOXES AND EXTEND INTO NEW JUNCTION BOX. REMOVE EXISTING JUNCTION BOXES. B. INSTALL JUNCTION BOXES AND SMALL CABLE VAULT AT BACK OF SIDEWALK. A. REMOVE EXISTING SIGNAL CONTROLLER CABINET, SIGNAL SERVICE CABINET AND FOUNDATION. B. CONSTRUCT NEW COMBINATION SIGNAL CONTROLLER CABINET AND SIGNAL SERVICE CABINET FOUNDATION, PER DETAIL 1, SHEET E8. INSTALL EXISTING SIGNAL CONTROLLER CABINET AND SIGNAL SERVICE CABINET ON NEW FOUNDATION AND REWIRE PER WIRE SCHEDULE. INSTALL PHOTOCELL IN CABINET PER COR STD PLAN 122.1. PROTECT EXISTING POWER VAULT. INTERCEPT AND UTILIZE EXISTING CONDUIT AND REMOVE AND REINSTALL WIRE FROM POWER SOURCE (UNDERGROUND UTILITY VAULT) FOR RECONNECTION TO RELOCATED SERVICE. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. REMOVE EXISTING ABANDONED JUNCTION BOX AND CONCRETE PAD. PROVIDE TWO, 12 COUNT PATCH PANELS AND ETHERNET SWITCH FOR INSTALLATION IN RELOCATED CONTROLLER CABINET. SPLICE FIBER 1-12 OF THE BLUE TUBE AND FIBER 13-24 OF THE ORANGE TUBE AND INSTALL IN PATCH PANELS. COORDINATE WORK WITH CITY. CONNECT BOTH STREET LIGHTS ON HAWK SIGNAL POLES TO "ILLUMINATION A" CIRCUIT AND NEW LIGHT POLES L13-L25 ON "SPARE" CIRCUIT. 4B 1B 1A 4A2A 2B 3A 3B 7 5 6 1 2 3 4 5 6 7 1 GENERAL SIGNAL NOTES: 1. CONDUIT IS SHOWN SCHEMATICALLY. ALL SIGNAL AND ILLUMINATION WORK SHALL BE CONSTRUCTED AND INSTALLED WITHIN CITY RIGHT OF WAY. 2. PROPOSED CONTROLLER CABINET, SERVICE CABINET AND JUNCTION BOXES ARE SHOWN TO SCALE ON THIS SHEET ONLY. 3. REMOVE AND REINSTALL SIGNAL AND ILLUMINATION WIRING PER WIRE SCHEDULE, SHEET E10. 2 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 E6 73 MEK MEK TRAFFIC SIGNAL PLAN SHEET 6 OF 10 4B 11 12 EVP-CEVP-A 28 SIGN 3B 3B 8 8 RELCOATED EX SVC SC066 EX SVC SC066 9 9 6 20 2014 10 3 22 4 15 0 4 16 10 0 24 17 10 5 2519 18 GENERAL NOTES: 1. THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. 2. UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 4. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 5. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423. 6. SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. CSNE 12TH STDUVALL AVENUE NE ELECTRICAL LEGEND: JUNCTION BOXES (WSDOT TYPES 1, 2, 8) DECORATIVE ROADWAY POLE AND LUMINAIRE STREET LIGHT TYPE PS SIGNAL POLE PEDESTRIAN PUSH BUTTON SIGNAL POLE SIGNAL POLE W/ LUMINAIRE PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR CONTROLLER CABINET SERVICE CABINET SMALL CABLE VAULT POWER POLE FLASHING BEACON SIGN ASSEMBLY RADAR SPEED SIGN CONDUIT (SEE WIRE SCHEDULE) POLE IDENTIFIER CONDUIT/WIRE NOTE SEE WIRE SCHEDULE ON SHEET E10 ELECTRICAL NOTE SIGNAL CONSTRUCTION NOTE # # # # *** LEGEND 90°90°E190° 0° 180° 270° E2 E1 ROADWAYLOCATION STATION ANCHOR BOLT PLATE h i i85°EE FF G G H H I I H H I I A2 A1 12' - 0"9' - 6"8' - 0"a b c a e gg j j i B9 B10 B11 h i CURB OR EDGE OF SHOULDER LIMITS OF VERTICAL CLEARANCE a b a b d a b B1 B2 B3 B4 B5 B6 B7 ROADWAY TYPE II, III & SD SIGNAL STANDARD DDC f NOTES 6 5 4 4 NOTE: E2 ELEVATION IS TO TOP OF FOUNDATION TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER, OR SIDEWALK, WHICHEVER IS HIGHEST.OFFSETLINE POLE ORIENTATION LINE (E1 ATTACHMENT POINT) 1 1 1 1 1 OR 3 3 1' - 0" MIN. TO 2' - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF THE CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN ALL HANDHOLES AT 180^ FROM E1 MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A SINGLE PEDESTRIAN DISPLAY. POLE ORIENTATION AND ATTACHMENT POINT DETAIL GGgg I III g g 8' - 0"8' - 0"10' - 0"iii a 6 6 6 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. FOR TYPE N MOUNTS ONLY, DRILL 1" DIA. HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED HERE: ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS. TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD ATTACHMENT POINT STANDARDTYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL FIXED BREAKAWAY PS I II, III, SD N/A J-20.10 J-20.15 J-21.15 J-20.16 J-20.10 J-20.15 J-21.10 J-21.10 J-26.10, J-26.15 CURBSTANDARD J-20.11N/A J-20.10 J-20.15 J-20.20 J-21.20 N/A a. VEHICLE DISPLAY f. LUMINAIRE b. MAST ARM MTD. SIGN g. PEDESTRIAN DISPLAY c. STREET NAME SIGN h. TERMINAL CABINET d. PRE-EMPT DETECTOR i. APS PPB-M e. POST MTD. SIGN j. HANDHOLE PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE) 7 DMS OR VMS IS NOT ALLOWED ON THESE POLES. CALCULATED POLE XYZ (FT3) IS THE SUM OF THE TOTAL XYZ (FT3) FOR THE SIGNAL ARM AND THE XYZ (FT3) FOR THE LUMINAIRE ARM (IF PRESENT). SIGNAL STANDARD DETAIL CHART STD. NO. FIELD LOCATION POLE TYPE MOUNTING HEIGHT (FT) MAST ARM LENGTH SIGNAL MAST ARM DATA LUMINAIRE ARM (FT) CALCULATED POLE XYZ (FT3)POLE ATTACHMENT POINT ANGLES (deg.)FOUNDATION DESIGN XYZ (FT3) SOIL BEARING PRESSURE (PSF)*** FOUNDATION DEPTH (FT) REMARKSOFFSETS (FT) (Z) (POLE ℄ TO ATTACHMENT POINT)WINDLOAD AREAS (FT2) (X)(Y)ALTERNATE 1 STATION OFFSET LT. RT.ELEV.P.O.A.A1 A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 C DE1E2 F G1 G2 HIJ 3' RD 3' SQ 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 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 90° 2500 RELOCATED EXISTING POLE(1) *** SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. MAX. HORIZONTAL DISTANCE FROM STOP LINE ALL 40' 45' 50' 53'-180' 3 SECTION 12" 16.5' 17.5' 19.2' 20.9' 22.0'5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.7' 20.8' 5 SECTION 12" 16.5' 17.0' 17.5' 18.5' 19.6' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY SIGN HEIGHT WIDTH AREA b 3.0 FT N/A 7.5 SQ. FT. c 3.0 FT N/A 36.0 SQ. FT. e N/A 3.0 FT 15.0 SQ. FT. LUMINAIRE MAST ARM XYZ (FT3) MAST ARM LENGTH XYZ (FT3) 6' 19.8 8' 26.4 10' 33.0 12' 39.6 14'46.2 16' 52.8 GENERAL SIGNAL NOTES: 1. CONDUIT IS SHOWN SCHEMATICALLY. ALL SIGNAL AND ILLUMINATION WORK SHALL BE CONSTRUCTED AND INSTALLED WITHIN CITY RIGHT OF WAY. 2. PROPOSED CONTROLLER CABINET, SERVICE CABINET AND JUNCTION BOXES ARE SHOWN TO SCALE ON THIS SHEET ONLY. PPB 5 2 2 2 2 2 2 2 2 2 X (1) ANCHOR BOLTS FOR NEW FOUNDATION TO MATCH EXISTING SIGNAL MOUNTING NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 E7 74 MEK MEK SIGNAL POLE DETAILS - NE 12TH ST HAWK SHEET 7 OF 10 J J CS LUMINAIRE, MOUNTING AND SHROUD PER CITY OF RENTON STANDARD PLANS 117.1 AND 117.3 *** PER GEOTECH REPORT, TABLE 2 E8 75 MEK MEK NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 ISOMETRIC VIEW ELEVATION VIEW SHIM TO PLUMB SHIM TO PLUMB SEE NOTE 2 SEE NOTE 2 #4 HOOPS (EQUAL SPACES) 3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET) 1/2" CHAMFER 12" ±EXISTING 1"-2"6" MINNOTES: 1. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 3. ANCHOR BOLTS AND THEIR SPACING TO MATCH EXISTING CONTROLLER AND SERVICE CABINET. 4. CONDUIT SIZES/QUANTITIES FOR THE CONTROLLER AND CONTACTOR CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. 5. CONCRETE SHALL BE CLASS 3000. 6. 2" CONDUIT SHALL BE PLACED FROM THE BBS TO THE CONTROLLER CABINET, AND FROM THE BBS TO THE CONTACTOR CABINET. 7. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS.1'-2" VERTICAL1'-2" HORIZ. REINFORCEMENT BAR DIAGRAM 4 PIECES PLAN VIEW 6"24"18"WIDTH +1" CONTROLLER CABINET WIDTH +1"DEPTH +2"(TYP)6"SEE NOTE 4 (TYP) 3-#4 REINFORCEMENT BAR (EQUAL SPACING) #4 HOOPS 3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET) SEE NOTE 7 SEE NOTE 4 (TYP)DEPTH +2"#4 HOOPS FRONTBACKFRONT SIDE HMA CSTC UTILIZE NATIVE BACKFILL OR CSTC WHERE NATIVE IS UNSUITABLE AND AS DIRECTED BY THE ENGINEER COMPACTED GRAVEL BACKFILL FOR PIPE ZONE BEDDING, PER WSDOT STD SPEC 9-03.12(3) ILLUMINATION AND SIGNAL CONDUIT(S) PER PLANS EXISTING SUBGRADE24" MIN3"3"2"2" 12" MIN ROADWAY AREASSIDEWALK AREAS 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. FRONT BACK BACK FRONT RELOCATED TYPE "STRETCH M" TS2, TYPE 1 TRAFFIC CONTROLLER CABINET RELOCATED ELECTRICAL SERVICE CABINET AND BACKUP POWER SUPPLY CABINET (MOUNTED ON BACK OF ELECTRICAL SERVICE CABINET) 6" FOUNDATION SUBSTITUTES AS PEDESTRIAN CURB. CONSTRUCT TO MATCH RADIUS AT BACK OF RAMP. FRONT BACK SERVICE/ BBS ELECTRICAL DETAILS SHEET 8 OF 10 12" MIN 12" MIN 36" MINFIBER OPTIC CONDUIT(S) PER PLANS CS E9 76 APM APM NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL-E10.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 EXISTING GRADE VARIES TOP OF FOUNDATION SHAFT SEE TABLE 2 FOR ELEVATION BOTTOM OF FOUNDATION SHAFT SEE TABLE 2 FOR ELEVATION 1 - DETAIL 1"=2' EXISTING GRADE VARIES TOP OF CIRCULAR SECTION SEE TABLE 1 FOR ELEVATION BOTTOM OF SHAFT SEE TABLE 2 FOR ELEVATION TOP OF RECTANGULAR SECTION SEE TABLE 1 FOR ELEVATION ℄ SHAFT ℄ SHAFT 3 8" PREMOLDED JOINT FILLER RECTANGULAR SECTION CIRCULAR SECTION BEYOND ℄ SHAFT EXISTING GRADE VARIES TOP OF SHAFT SEE TABLE 2 FOR ELEVATION BOTTOM OF SHAFT SEE TABLE 2 FOR ELEVATION FINISHED GRADE VARIES OPTIONAL CONSTRUCTION JOINT BOTTOM OF SHAFT SEE TABLE 2 FOR ELEVATION ℄ SHAFT EXISTING GRADE VARIES LUMINAIRE CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. TOP OF SHAFT SEE TABLE 2 FOR ELEVATION TABLE 1. HEIGHT OF RECTANGULAR SECTIONS NOTES: 1. SEE LUMINAIRE SCHEDULE, SHEET E11 FOR LIGHT POLE STATION AND OFFSET. 2. BOTTOM OF SHAFT ELEVATIONS ARE BASED ON A 5' MIN. LENGTH. SEE SHEET E11. 3. FOR LIGHT POLE FOUNDATION AND LIGHT POLE BASE CONNECTION DETAILS, SEE CITY OF RENTON STANDARD PLAN 117.1, DATED 5/19/15 (NOT CURRENT VERSION-SEE DETAIL SHEET IN APPENDIX IN SPECIAL PROVISIONS).. WALL SEE WD1 SIDEWALK SIDEWALK SIDEWALK SIDEWALK SOIL OR LANDSCAPING FEATURE SEE LS SHEETS SOIL OR LANDSCAPING FEATURE SEE LS SHEETS WALL SEE WD1 LIGHT POLE FOUNDATION & SIDEWALK DETAILS SHEET 9 OF 10 2 - DETAIL 1"=2' 3 - DETAIL 1"=2' 4 - DETAIL 1"=2' SOIL OR LANDSCAPING FEATURE SEE LS SHEETS SOIL OR LANDSCAPING FEATURE SEE LS SHEETS CS JUNCTION BOX TABLE 2. FOUNDATION SHAFT ELEVATION AND SIDEWALK COORDINATION 419.08 414.08 4 LUMINAIRE SCHEDULE POLE # SERVICE CIRCUIT STATION OFFSET POLE AND FIXTURE POLE ID NUMBER L01 SC122 LTG1 892+41.0 39.5' RT LED ROAD/120W/TYPE 3 L02 SC122 LTG1 893+61.1 40.5' RT LED ROAD/120W/TYPE 3 L03 SC122 LTG1 894+61.6 41.0' RT LED ROAD/120W/TYPE 3 L04 SC122 LTG1 896+02.4 39.5' RT LED ROAD/120W/TYPE 3 L05 SC122 LTG1 897+23.7 39.5' RT LED ROAD/120W/TYPE 3 L06 SC122 LTG1 900+44.8 39.8' RT LED ROAD/120W/TYPE 3 L07 SC122 LTG1 901+90.3 39.5' RT LED ROAD/120W/TYPE 3 L08 SC122 LTG1 903+27.6 39.5' RT LED ROAD/120W/TYPE 3 L09 SC354 EX 904+16.2 40.1' LT LED ROAD/120W/TYPE 3 L10 SC122 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 L12 SC122 LTG1 906+10.3 47.8' RT LED ROAD/120W/TYPE 3 L13 SC066 B 913+46.7 39.5' RT LED ROAD/120W/TYPE 3 L14 SC066 B 914+66.7 39.5' RT LED ROAD/120W/TYPE 3 L15 SC066 B 915+86.9 39.5' RT LED ROAD/120W/TYPE 3 L16 SC066 B 917+06.8 39.5' RT LED ROAD/120W/TYPE 3 L17 SC066 B 918+25.9 39.5' RT LED ROAD/120W/TYPE 3 L18 SC066 B 919+41.5 35.6' RT LED ROAD/120W/TYPE 3 L19 SC066 B 920+81.3 39.5' LT LED ROAD/120W/TYPE 3 L20 SC066 B 921+74.9 39.5' LT LED ROAD/120W/TYPE 3 L21 SC066 B 922+79.8 39.5' LT LED ROAD/120W/TYPE 3 L22 SC066 B 924+00.1 39.5' LT LED ROAD/120W/TYPE 3 L23 SC066 B 925+17.1 39.5' LT LED ROAD/120W/TYPE 3 L24 SC066 B 926+21.2 39.5' LT LED ROAD/120W/TYPE 3 L25 SC066 B 927+21.7 39.9' LT LED ROAD/120W/TYPE 3 LUMINAIRE SCHEDULE NOTES: 1. ALL POLES/LUMINAIRES SHALL BE ARTERIAL STREET DECORATIVE LUMINAIRE POLES, INCLUDING; POLE, ARM, FIXTURE, BASE PLATE AND ANCHOR BOLT DETAILS PER CITY OF RENTON STANDARD PLAN 117.1, DATED 5/19/15 (NOT 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 35 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. XX NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 E10 77 MEK MEK TRAFFIC SIGNAL PLAN AND SCHEDULES SHEET 10 OF 10 WIRE SCHEDULE RUN NO. CONDUIT TYPE VEH. HEAD PED. HEAD PPB EVP ILLUMINATION FLASHING BEACON FIBER SERVICE POWER SIGNAL POWER SPARE NOTES 5C 5C 2C/S 3C/S SVC SC354 SVC SC122 SVC SC066 72 SMFOEX CIRCUIT CIRCUIT LTG1 CIRCUIT A CIRCUIT B 0 2"1 12" 2 X #8 22" 2 X #8 3 2"2 X #8 42" 2 X #8 5 2" 2 X #8 2 X #8 6 EX 2" 2 X #8 7 EX 3"1 INCL. EX 24CT & 36CT SMFO 8 EX 2" 2 X #8 9 EX 2"1 (1) 10 2"1 11 EX 4"1 INCL. EX 24CT & 36CT SMFO 12 EX 2" 2 13 EX 2" 1 1 14 EX 2" 2 1 1 15 2" 222 16 2" 2 1 17 3"4221 18 EX 3"3 X #2 (4) 19 2"2 X #8 20 EX 2"1 21 EX 2"2 X #8 22 2"11 23 EX 2"1 INCL. EX 24CT & 36CT SMFO 24 2"2 X #8 2 X #8 25 2"2 X #8 2 X #8 2 X #8 WIRE SCHEDULE NOTES: (1) EXISTING CONDUIT MAY CONTAIN WIRES TO REMAIN. SIZES AND QUANTITIES UNKNOWN. (2) ALL CONDUIT CONTAINING WIRE SHALL INCLUDE A #8 GROUND WIRE NOT SHOWN IN THE SCHEDULE. (3) ALL CONDUIT SHALL BE SCHEDULE 40 PVC APART FROM STREET CROSSINGS, WHICH SHALL BE SCHEDULE 80 PVC. (4) COORDINATE POWER CONNECTION TO SERVICE WITH PUGET SOUND ENERGY. CS NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021MATCH LINE STA 897+00 SEE ABOVEMATCH LINE STA 902+50 SEE SHEET LS2PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE NE 9TH STDUVALL AVENUE NE LS1 78 DCS DSB PLANTING PLAN BEGIN PROJECT TO STA 902+50 SHEET 1 OF 9 MATCH LINE STA 897+00 SEE BELOWNE 8TH STNE 7TH PLNOTES: 1. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2. NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET LS6 FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3. LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. 4. HYDROSEED SHALL BE SMOOTH BLENDED INTO ADJACENT EXISTING LANDSCAPE LEGEND: MEDITERRANEAN HEATH STARLIGHT DOGWOOD ABBOTSWOOD POTENTILLA STELLA D'ORO DAYLILY KELSEY REDTWIG DOGWOOD SYNTHETIC TURF HYDROSEED LAWN - 2" DEPTH APPROVED TOPSOIL STAR MAGNOLIA MT. VERNON LAUREL VARIEGATED MAIDEN GRASS EXISTING TREES TO REMAIN PLANT LEGEND: FILTERRA SYSTEM (REF. SD SHEETS) NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 MATCH LINE STA 908+00 SEE BELOWMATCH LINE STA 908+00 SEE ABOVEMATCH LINE STA 913+00 SEE SHEET LS2PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE NE 10TH STDUVALL AVENUE NE LS2 79MATCH LINE STA 902+50PLANTING PLAN STA 902+50 TO STA 913+00 SHEET 2 OF 9 NOTES: 1. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2. NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET LS6 FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3. LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. 4. HYDROSEED SHALL BE SMOOTH BLENDED INTO ADJACENT EXISTING LANDSCAPE LEGEND: MEDITERRANEAN HEATH STARLIGHT DOGWOOD ABBOTSWOOD POTENTILLA STELLA D'ORO DAYLILY KELSEY REDTWIG DOGWOOD SYNTHETIC TURF HYDROSEED LAWN - 2" DEPTH APPROVED TOPSOIL STAR MAGNOLIA MT. VERNON LAUREL VARIEGATED MAIDEN GRASS EXISTING TREES TO REMAIN PLANT LEGEND: FILTERRA SYSTEM (REF. SD SHEETS) DCS DSB NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 MATCH LINE STA 918+00, SEE BELOWMATCH LINE STA 918+00, SEE ABOVEMATCH LINE STA 923+00, SEE SHEET LS4MATCH LINE STA 913+00, SEE SHEET LS2PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40NE 12TH STDUVALL AVENUE NE DUVALL AVENUE NE LS3 80 PLANTING PLAN STA 913+00 TO STA 923+00 SHEET 3 OF 9 NOTES: 1. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2. NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET LS6 FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3. LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. 4. HYDROSEED SHALL BE SMOOTH BLENDED INTO ADJACENT EXISTING LANDSCAPE LEGEND: MEDITERRANEAN HEATH STARLIGHT DOGWOOD ABBOTSWOOD POTENTILLA STELLA D'ORO DAYLILY KELSEY REDTWIG DOGWOOD SYNTHETIC TURF HYDROSEED LAWN - 2" DEPTH APPROVED TOPSOIL STAR MAGNOLIA MT. VERNON LAUREL VARIEGATED MAIDEN GRASS EXISTING TREES TO REMAIN PLANT LEGEND: FILTERRA SYSTEM (REF. SD SHEETS) DCS DSB NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 DCS DSBMATCH LINE STA 923+00, SEE SHEET LS3PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE DUVALL AVENUE NE SCHEDULE C PLAN SCALE IN FEET 0 10 20 LS4 81 PLANTING PLAN STA 923+00 TO END AND BEGIN TO STA 52+60 SHEET 4 OF 9 NOTES: 1. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2. NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET LS6 FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3. LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL. 4. HYDROSEED SHALL BE SMOOTH BLENDED INTO ADJACENT EXISTING LANDSCAPE LEGEND: MEDITERRANEAN HEATH STARLIGHT DOGWOOD ABBOTSWOOD POTENTILLA STELLA D'ORO DAYLILY KELSEY REDTWIG DOGWOOD SYNTHETIC TURF HYDROSEED LAWN - 2" DEPTH APPROVED TOPSOIL STAR MAGNOLIA MT. VERNON LAUREL VARIEGATED MAIDEN GRASS EXISTING TREES TO REMAIN PLANT LEGEND: FILTERRA SYSTEM (REF. SD SHEETS) DCS DSB NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 82 DCS DSBMATCH LINE STA 908+00 SEE ABOVEMATCH LINE STA 902+50 SEE SHEET LS2PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE NE 9TH STDUVALL AVENUE NE LS5 82 IRRIGATION PLAN STA 891+50 TO STA 902+50 SHEET 5 OF 9MATCH LINE STA 897+00 SEE BELOWNE 8TH STDCS DSB NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 83 DCS DSB MATCH LINE STA 913+00 SEE SHEET LS7PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE LS6 83 IRRIGATION PLAN STA 902+50 TO 904+00 AND 908+50 TO 913+00 SHEET 6 OF 9 DCS DSB MATCH LINE STA 902+50 SEE SHEET LS5PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 84 DCS DSB LS7 IRRIGATION PLAN STA 913+00 TO END SHEET 7 OF 9MATCH LINE STA 913+00, SEE SHEET LS6PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 85 DCS DSB LS8 85 LANDSCAPE DETAILS SHEET 8 OF 9 DCS DSB NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-LS.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 86 DCS DSB LS9 86 IRRIGATION DETAILS SHEET 9 OF 9 DCS DSB NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-TC.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 TC1 87 DVS CJD TEMPORARY TRAFFIC CONTROL CONSTRUCTION SEQUENCING SHEET 1 OF 8 JLD WORKZONE A, SHEETS TC2 AND TC8 1. CONTRACTOR TO PROVIDE TRUCK DETOUR PER SHEET TC8 PRIOR TO CONSTRUCTION. 2. INSTALL TEMPORARY TRAFFIC SIGNS. 3. INSTALL TRAFFIC SAFETY CONES AT NIGHT. 4. SAWCUT EXISTING PAVEMENT. 5. EXCAVATE ROADWAY IN WORK ZONE. 6. INSTALL DRAINAGE AND STRUCTURES. 7. TRIM AND COMPACT SUBGRADE. 8. PLACE CRUSHED SURFACING TOP COURSE. 9. INSTALL CONCRETE SIDEWALK AND CONCRETE CURB AND GUTTERS. 10. HMA ROAD AND BIKE LANES. 11. REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFIC SAFETY CONES. 1. INSTALL TEMPORARY TRAFFIC SIGNS. 2. INSTALL TRAFFIC SAFETY CONES AT NIGHT. 3. SAWCUT EXISTING PAVEMENT. 4. EXCAVATE ROADWAY IN WORK ZONE. 5. INSTALL DRAINAGE AND STRUCTURES. ABANDON OR REMOVE EXISTING DRAINAGE AND STRUCTURES. 6. INSTALL LIGHTING FOUNDATIONS AND UNDERGROUND CONDUIT AND POWER. 7. TRIM AND COMPACT SUBGRADE. 8. PLACE CRUSHED SURFACING TOP COURSE. 9. INSTALL CONCRETE SIDEWALK AND CONCRETE CURB AND GUTTERS. 10. HMA ROAD AND BIKE LANES. 11. REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFIC SAFETY CONES. 1. INSTALL TEMPORARY TRAFFIC SIGNS. 2. INSTALL TRAFFIC SAFETY CONES AT NIGHT. 3. SAWCUT EXISTING PAVEMENT. 4. EXCAVATE ROADWAY IN WORK ZONE. 6. INSTALL AND TEST WATERMAIN AND HYDRANTS. ABANDON OR REMOVE EXISTING WATERMAIN 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 UTILITY 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. 1. INSTALL TEMPORARY TRAFFIC SIGNS. 2. INSTALL TRAFFIC SAFETY CONES AT NIGHT. 3. SAWCUT EXISTING PAVEMENT. 4. EXCAVATE ROADWAY IN WORK ZONE. 5. TRIM AND COMPACT SUBGRADE. 6. PLACE CRUSHED SURFACING TOP COURSE. 7. INSTALL CONCRETE MEDIANS. 8. REMOVE TEMPORARY TRAFFIC SIGNS AND TRAFFIC SAFETY CONES. WORKZONE B, SHEETS TC2 WORKZONE C THROUGH E, SHEETS TC3 THROUGH TC5 WORKZONE F, SHEETS TC6 THROUGH TC7 NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING DESCRIBED APPLIES TO THE WORZONES OUTLINED IN THIS TEMPORARY TRAFFIC CONTROL SET AND IS NOT REQUIRED TO BE FOLLOWED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FINAL WORKZONES, TEMPORARY TRAFFIC CONTROL, AND CONSTRUCTION SEQUENCING PRIOR TO ANY CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WORKZONES, TEMPORARY TRAFFIC CONTROL, AND CONSTRUCTION SEQUENCING WITH THE CITY PRIOR TO ANY CONSTRUCTION. DUVALL AVENUE NE SOUTHBOUND DUVALL AVE NE CLOSURE * SCALE IN FEET 0 2 40 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-TC.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 TC2 88 DVS CJDNE 4TH STTEMPORARY TRAFFIC CONTROL WORKZONE A AND B SHEET 2 OF 8 JLD WORKZONE A GENERAL NOTES: 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR GUIDANCE PURPOSES. CONTRACTOR MUST SUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC CONTROL PLANS INCLUDE: 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: SINGLE-LANE CLOSURE FOR MULT-LANE ROADWAYS 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: DOUBLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: LEFT LANE AND CENTER TURN LANE CLOSURE - 5 LANE ROADWAY 2.4. MUTCD FIGURE 6H-13: TEMPORARY ROAD CLOSURE (TA-13) 2.5. MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-22) 2.6. MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-23) 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES DURING CONSTRUCTION. PLACE RIGHT TURN ONLY, R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THE RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE DURATION OF THE PROJECT, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7.LEGEND:NE 10TH STDUVALL AVENUE NE NE 9TH PLWORKZONE B DUVALL AVE SOUTHBOUND SINGLE LANE CLOSURE SCALE IN FEET 0 40 80 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-TC.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 TC3 89 DVS CJD NE 7TH PLDUVALL AVENUE NE NE 8TH STMATCH LINE, SEE BELOWTEMPORARY TRAFFIC CONTROL WORKZONE C SHEET 3 OF 8 JLD WORKZONE C MATCH LINE, SEE ABOVEWORKZONE C NE 10TH STDUVALL AVENUE NE NE 9TH PLDUVALL AVE NORTHBOUND SINGLE LANE CLOSURE SCALE IN FEET 0 40 80 GENERAL NOTES: 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR GUIDANCE PURPOSES. CONTRACTOR MUST SUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC CONTROL PLANS INCLUDE: 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: SINGLE-LANE CLOSURE FOR MULT-LANE ROADWAYS 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: DOUBLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: LEFT LANE AND CENTER TURN LANE CLOSURE - 5 LANE ROADWAY 2.4. MUTCD FIGURE 6H-13: TEMPORARY ROAD CLOSURE (TA-13) 2.5. MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-22) 2.6. MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-23) 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES DURING CONSTRUCTION. PLACE RIGHT TURN ONLY, R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THE RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE DURATION OF THE PROJECT, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7.LEGEND: NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-TC.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 TC4 90 DVS CJD TEMPORARY TRAFFIC CONTROL WORKZONE D SHEET 4 OF 8 JLD WORKZONE DNE 10TH STDUVALL AVENUE NE DUVALL AVE NORTHBOUND HALF ROAD CLOSURE SCALE IN FEET 0 50 100 WORKZONE D DUVALL AVENUE NE WORKZONE D DUVALL AVENUE NE NE 12TH STNE SUNSET BOULEVARDNE 9TH PLGENERAL NOTES: 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR GUIDANCE PURPOSES. CONTRACTOR MUST SUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC CONTROL PLANS INCLUDE: 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: SINGLE-LANE CLOSURE FOR MULT-LANE ROADWAYS 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: DOUBLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: LEFT LANE AND CENTER TURN LANE CLOSURE - 5 LANE ROADWAY 2.4. MUTCD FIGURE 6H-13: TEMPORARY ROAD CLOSURE (TA-13) 2.5. MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-22) 2.6. MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-23) 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES DURING CONSTRUCTION. PLACE RIGHT TURN ONLY, R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THE RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE DURATION OF THE PROJECT, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. LEGEND: MAINTAIN ACCESS TO LEFT-TURN ONLY LANE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-TC.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 TC5 91 DVS CJD TEMPORARY TRAFFIC CONTROL WORKZONE E SHEET 5 OF 8 JLD WORKZONE ENE 10TH STDUVALL AVENUE NE DUVALL AVE SOUTHBOUND HALF ROAD CLOSURE SCALE IN FEET 0 50 100 WORKZONE E DUVALL AVENUE NENE 12TH STMATCH LINE, SEE BELOWMATCH LINE, SEE ABOVENE SUNSET BOULEVARD WORKZONE E DUVALL AVENUE NE GENERAL NOTES: 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR GUIDANCE PURPOSES. CONTRACTOR MUST SUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC CONTROL PLANS INCLUDE: 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: SINGLE-LANE CLOSURE FOR MULT-LANE ROADWAYS 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: DOUBLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: LEFT LANE AND CENTER TURN LANE CLOSURE - 5 LANE ROADWAY 2.4. MUTCD FIGURE 6H-13: TEMPORARY ROAD CLOSURE (TA-13) 2.5. MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-22) 2.6. MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-23) 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES DURING CONSTRUCTION. PLACE RIGHT TURN ONLY, R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THE RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE DURATION OF THE PROJECT, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7.LEGEND: NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-TC.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 TC6 92 DVS CJD TEMPORARY TRAFFIC CONTROL WORKZONE F SHEET 6 OF 8 JLD DUVALL AVE MEDIAN CONSTRUCTION CLOSURE SCALE IN FEET 0 40 80 GENERAL NOTES: 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR GUIDANCE PURPOSES. CONTRACTOR MUST SUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC CONTROL PLANS INCLUDE: 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: SINGLE-LANE CLOSURE FOR MULT-LANE ROADWAYS 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: DOUBLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: LEFT LANE AND CENTER TURN LANE CLOSURE - 5 LANE ROADWAY 2.4. MUTCD FIGURE 6H-13: TEMPORARY ROAD CLOSURE (TA-13) 2.5. MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-22) 2.6. MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-23) 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES DURING CONSTRUCTION. PLACE RIGHT TURN ONLY, R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THE RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE DURATION OF THE PROJECT, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7.LEGEND:NE 7TH PLDUVALL AVENUE NE NE 8TH STMATCH LINE, SEE BELOWWORKZONE F MATCH LINE, SEE ABOVEMATCH LINE, SEE SHEET TC6WORKZONE F NE 9TH PLNE 10TH STDUVALL AVENUE NE NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-TC.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 TC7 93 DVS TEMPORARY TRAFFIC CONTROL WORKZONE F SHEET 7 OF 8 JLD DUVALL AVE MEDIAN CONSTRUCTION CLOSURE SCALE IN FEET 0 40 80NE 12TH STMATCH LINE, SEE SHEET TC5WORKZONE F MATCH LINE, SEE BELOWMATCH LINE, SEE ABOVENE SUNSET BOULEVARD DUVALL AVENUE NE DUVALL AVENUE NE GENERAL NOTES: 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR GUIDANCE PURPOSES. CONTRACTOR MUST SUBMIT TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN ANY WORK ZONE. 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC CONTROL PLANS INCLUDE: 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: SINGLE-LANE CLOSURE FOR MULT-LANE ROADWAYS 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: DOUBLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TC11: LEFT LANE AND CENTER TURN LANE CLOSURE - 5 LANE ROADWAY 2.4. MUTCD FIGURE 6H-13: TEMPORARY ROAD CLOSURE (TA-13) 2.5. MUTCD FIGURE 6H-22: RIGHT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-22) 2.6. MUTCD FIGURE 6H-23: LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION (TA-23) 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES DURING CONSTRUCTION. PLACE RIGHT TURN ONLY, R3-5(R), SIGNS FOR ALL DRIVEWAYS WITHIN THE RESPECTIVE WORKZONE. 4. MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION. 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE DURATION OF THE PROJECT, INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. LEGEND: DUVALL AVE SOUTHBOUND TRUCK DETOUR ROUTE SCALE IN FEET 0 500 1000 NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-TC.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISION BID DOCUMENT SUBMITTAL 02/05/2021 TC8 94 DVS CJD TEMPORARY TRAFFIC CONTROL WORKZONE A TRUCK DETOUR ROUTE SHEET 8 OF 8 JLD GENERAL NOTES: 1. DETOUR PROVIDED FOR GUIDANCE PURPOSES. CONTRACTOR MUST SUBMIT TEMPORARY TRUCK DETOUR ROUTE PLAN TO THE CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK BEGINNING IN WORKZONE A. 2. CONTRACTOR TO PROVIDE TRUCK ROUTE GUIDANCE SIGNAGE ONLY WHILE WORKZONE A PREVENTS ACCESS TO RIGHT TURN MOVEMENTS FROM SOUTHBOUND DUVALL AVE NE TO WESTBOUND NE 4TH ST. 3. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. LEGEND:DUVALL AVE NEUNION AVE NESUNS E T B L V D N E NE 4TH STMONROE AVE NEEDMONDS AVE NESUNSET BLVD NENE 3RD S T