Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
AB_4100Set
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 918+80 WATER PLAN - STA 918+80 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 BEGIN 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 SIGNAL POLE DETAILS - NE 12TH ST HAWK ELECTRICAL DETAILS LIGHT POLE FOUNDATION & SIDEWALK DETAILS WIRE AND LUMINAIRE SCHEDULES CITY OF RENTON DUVALL AVENUE NE BID DOCUMENT SUBMITTAL PROJECT LOCATION -SCHEDULE A DU V A L L A V E N E NE 4TH ST NE 10TH ST NE SUNSET B L V D UN I O N A V E N E NE 3RD S T MO N R O E A V E N E UN I O N A V E N E NE S U N S E T B L V D NE PARK D R p405 NE 12TH ST HO Q U I A M A V E S E NE 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 - 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 TEMPORARY TRAFFIC CONTROL 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. THESE RECORD DRAWINGS WERE CREATED BASED ON INFORMATION PROVIDED BY THE CITY CONTRACTOR AND CONSTRUCTION MANAGEMENT CONSULTANT. THE INFORMATION WAS NOT INDEPENDENTLY VERIFIED BY PARAMETRIX. 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: PROPOSEDEXISTING DESCRIPTION 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.com PROPOSEDEXISTING DESCRIPTION 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 GENERAL NOTES 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. WATER UTILITY NOTES AND SPECIFICATIONS: 1.ALL WATER MAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING 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. SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS: 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 DIVISIONRECORD DRAWINGS 02/22/2021 LA2 3 MEK MEK SURFACE WATER DRAINAGE AND EROSION CONTROL NOTES AND SPECIFICATIONS SHEET 2 OF 2 EROSION CONTROL NOTES: 1.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- 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. CONSTRUCTION RECORDS REVISED TO CONFORM WITH 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' NS T 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 DIVISIONRECORD DRAWINGS 02/22/2021 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" CONSTRUCTION RECORDS REVISED TO CONFORM WITH 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 CONSTRUCTION RECORDS REVISED TO CONFORM WITH 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 CONSTRUCTION RECORDS REVISED TO CONFORM WITH 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 CONSTRUCTION RECORDS REVISED TO CONFORM WITH 888+37 889+00 890+00 891+00 892+00 893+00 894+00 895+00 896+00 897+00 898+00 899+00 900+00 901+00 902+00 903+00 PC STA 893+18.64 PC STA 897+29.11 PT STA 895+14.36 PT STA 899+24.21 STA 893+74.32, 47.90'RT STA 894+50.08, 48.61'RT STA 894+50.08, 43.60'RT STA 894+78.98, 46.00'RT STA 894+80.92, 41.00'RT STA 895+53.50, 46.00'RT STA 895+53.17, 41.00'RT STA 896+45.44, 46.00'RT STA 896+45.31, 41.00'RT STA 897+29.42, 46.00'RT STA 897+29.33, 41.00'RT STA 900+37.81, 46.00'RT N8 9 ° 5 0 ' 2 1 . 3 1 " W S8 4 ° 0 5 ' 0 2 . 9 9 " E S8 4 ° 3 2 ' 1 5 . 4 5 " E S8 6 ° 4 5 ' 4 2 . 9 5 " E S6 3 ° 3 3 ' 0 4 . 2 9 " E S8 8 ° 1 8 ' 2 5 . 0 7 " E STA 900+52.81, 41.01'RT 143765-0120 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 3 4 5 6 143765-0230 Sia Raymond 8 50+00 51+00 52+00 53+00 54+00 55+00 56+00 STA 52+19.35, 48.47'LT STA 51+80.00, 48.49'LT STA 51+80.00, 70.00'LT STA 52+19.50, 70.00'LT N8 8 ° 0 1 ' 1 5 . 0 2 " W N8 9 ° 3 5 ' 0 8 . 1 4 " W 102305-9303 12744 SE 128TH ST 98059 Mjelde & Heinz 1 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 DIVISIONRECORD DRAWINGS 02/22/2021 RW1 10 NE 9 T H S T DUVALL AVENU E N E NE 7 T H P L NE 8 T H S T NE 4 T H S T MA T C H L I N E S T A 9 0 3 + 0 0 , S E E S H E E T R W 2 D-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 28,385 21 . 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 2 SE E A B O V E DVS KMB JLD SE E B E L O W 1 3 4 5 6 8 9 10 12 14 15 16 * TOTAL AREA OBTAINED FROM KING COUNTRY ASSESSOR RECORDS DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:9/10/2023 DVS 903+00 904+00 905+00 906+00 907+00 908+00 909+00 910+00 911+00 912+00 913+00 914+00 915+00 PI STA 906+35.13 PI STA 906+45.21 PI STA 908+35.21 PI STA 912+93.50 N0° 00' 03.00"W N5° 40' 46.15"W N0° 00' 51.69"E STA 904+24.81, 42.98'LT STA 905+93.36, 46.03'RT STA 906+01.26, 42.97'LT STA 906+06.26, 42.97'LT STA 906+06.47, 50.97'LT STA 912+93.03, 46.50'RT STA 912+93.14, 41.50'RT S8 8 ° 3 9 ' 0 4 . 2 4 " E N8 8 ° 2 8 ' 5 7 . 3 1 " W S8 8 ° 2 8 ' 5 4 . 3 1 " E N8 8 ° 2 9 ' 4 5 . 9 2 " W 143765-0230 Sia Raymond 102305-9112 4637 NE 10TH ST 98059 Nguyen Knoa + Kimanh 9 102305-9277 Renton School District No. 403 10 8 STA 905+78.36, 41.03'RT 915+00 916+00 917+00 918+00 919+00 920+00 921+00 922+00 923+00 924+00 925+00 926+00 927+00 928+00 929+00 929+71 PI STA 919+91.70 PI STA 926+63.97 PI STA 927+59.65 PI STA 919+35.21 PC STA 924+04.62 PT STA 925+05.86 N2° 07' 03.03"W N1° 19' 43.91"E R=1602.50 D=3.62 N4° 56' 54.90"E N4° 56' 54.90"E N6° 26' 25.47"E N4° 57' 03.84"E STA 916+95.49, 46.50'RT STA 916+73.59, 46.50'RT STA 916+73.67, 41.50'RT STA 917+39.01, 63.00'RT STA 917+55.51, 46.50'RT STA 919+49.60, 47.07'RT STA 919+49.92, 42.08'RT STA 920+05.30, 39.50'LT STA 919+98.76, 44.50'LT STA 919+92.21, 49.50'LT STA 919+76.49, 65.54'LT STA 920+82.85, 39.50'LT STA 920+82.84, 44.50'LT STA 920+82.82, 49.50'LT STA 921+05.30, 49.50'LT STA 921+05.30, 56.50'LT STA 921+70.30, 49.50'LT STA 921+70.30, 56.50'LT STA 923+35.26, 49.50'LT STA 923+35.30, 64.50'LT STA 923+70.30, 49.50'LT STA 923+70.30, 64.50'LT STA 926+16.45, 49.50'LT STA 926+16.45, 69.50'LT STA 926+63.78, 39.50'LT STA 926+63.47, 44.50'LT STA 926+64.92, 49.54'LT STA 926+61.92, 69.50'LT STA 926+39.16, 52.50'RT STA 926+39.16, 44.50'RT STA 927+44.27, 50.43'RT STA 927+24.41, 41.09'LT STA 927+24.27, 46.09'LT STA 927+24.14, 51.08'LT STA 927+60.48, 41.99'LT STA 927+60.48, 46.99'LT STA 928+07.01, 41.99'LT N8 8 ° 3 6 ' 3 7 . 6 1 " W N8 8 ° 4 6 ' 3 9 . 1 4 " W N8 8 ° 4 8 ' 5 5 . 1 1 " W S8 5 ° 0 4 ' 2 1 . 6 6 " E N8 8 ° 3 8 ' 4 3 . 0 9 " W S88° 37' 31.72"E S8 9 ° 0 0 ' 2 6 . 6 9 " E 516970-0095 4628 NE 12TH ST 98059 CHUN RANDALL KING BEU+EVA T 14 516970-0092 4637 NE SUNSET BLVD 98059 KABA Investments, LLC 16 102305-9081 1160 DUVALL PL NE 98059 Fricks Robert 12 149450-0050 4601 NE SUNSET BLVD 98059 Argo Renton, LLC 15 N38°43'24.97"E 41.18' 102305-9277 Renton School District No. 403 10 STA 926+63.97, 69.50'LT STA 917+37.00, 41.50'RT STA 917+37.00, 46.50'RT STA 917+14.00, 41.50'RT STA 917+14.00, 46.50'RT STA 919+03.50, 41.50'RT STA 919+08.50, 46.50'RT STA 919+08.50, 51.50'RT STA 919+03.50, 46.50'RT STA 918+73.00, 46.50'RT STA 918+73.00, 41.50'RT STA 918+68.00, 46.50'RT STA 918+68.00, 51.50'RT STA 917+13.63, 63.55'RT STA 920+07.35, 56.62'LT STA 920+45.00, 57.49'LT STA 920+45.19, 49.50'LT STA 919+77.40, 80.51'LT STA 920+06.81, 79.51'LT DUVALL AVENUE NE NE 1 0 T H S T N E S U N S E T B L V D 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 DIVISIONRECORD DRAWINGS 02/22/2021 RW2 11 MA T C H L I N E S T A 9 0 3 + 0 0 , S E E S H E E T R W 1 MA T C H L I N E S T A 9 1 5 + 0 0 , S E E B E L O W PLAN SCALE IN FEET 0 50 100 MA T C H L I N E S T A 9 1 5 + 0 0 , S E E A B O V E DUVALL AVENUE NE 5. 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 ' DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:9/10/2023 DVS STOP BAR 891+00 892+00 893+00 894+00 STA 891+58, 16.5'RT PLANING STA 891+57, 61.3'RT STA 891+64, 51.2'RT STA 892+50, 16.7'LT STA 892+56, 16.7'LT STA 892+50, 32.9'LT BEGIN STA 892+56, 32.9'LT END STA 893+66, 29.1'RT 30 6 7 43 7 . 2 0 CB 51+00 52+00 53+00 STA 52+26, 22.4'LT STA 51+83, 51.0'LT STA 52+18, 65.0'LT STA 51+92, 65.0'LT STA 52+17, 34.5'LT BEGIN STA 52+54, 34.1'LT END STA 50+84, 34.0'LT BEGIN STA 50+86, 33.7'LT END STA 50+83, 22.0'LT SP1 12 DVS MA T C H L I N E S T A 8 9 4 + 0 0 , S E E S H E E T S P 2 PLAN SCALE IN FEET 0 20 40 659 NE 7 T H P L DUVALL AVENUE NE NE 8 T H S T 14 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. LEGEND: CLEARING AND GRUBBING, TRIM OVERHANGING BRANCHES CATCH BASIN INSERT PER COR STD PLAN 216.30 SAWCUT LINE HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN I-30.17-01 REMOVE UTILITY REMOVE AND DISPOSE OF STORM WATER PIPE REMOVE CEMENT CONCRETE SIDEWALK REMOVE CEMENT CONC CURB/ CURB AND GUTTER ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT REMOVING ASPHALT CONC. PAVEMENT DEMOLITION NOTES: REMOVE TREE. PROTECT EXISTING FENCE. PLUG EXISTING WATER MAIN. ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. REMOVE EXISTING FIRE HYDRANT. REMOVE EXISTING UTILITY POLE (BY OTHERS). REMOVE BOLLARD POST REMOVE DRAINAGE STRUCTURE. PROTECT EXISTING UTILITY POLE. REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. REMOVE CURB/CURB AND GUTTER. NOT USED. PRESERVE AND PROTECT TREE(S). REMOVE CHANNELIZATION. RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS. RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS. SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND RELOCATION. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 TEMPORARY CONSTRUCTION EASEMENT ABANDON EXISTING WATER MAIN RIGHT-OF-WAY PLANING BITUMINOUS PAVEMENT, 2-INCH DEPTH PROPOSED CATCH BASIN, SEE SD SHEETS SITE PREPARATION BEGIN TO STA 894+00 SHEET 1 OF 5 CJD JLD C-LINE D-LINE DUVALL AVENUE NE 4T H S T S E 434 LF OF 12" PIPE 11 11 11 11 PLAN SCALE IN FEET 0 20 40 10 11 11 REMOVE EXIST 8"W AND 12"W (WD 90) FROM NE 7TH PL TO NE 10TH ST 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 CONTRACTOR TO REMOVE AND REINSTALL EXISTING CURBING WITH 3' BREAKS. CONTRACTOR TO COORDINATE WITH CITY PRIOR TO INSTALLATION AND SALVAGE REMAINING CURBING TO THE CITY. 7 10 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/23 DVS 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 DIVISIONRECORD DRAWINGS 02/22/2021 STA 900+19, 65.1'RT END 899+00 900+00 901+00 902+00 903+00 STA 899+69, 37.5'RT STA 899+63, 42.1'RT STA 900+44, 32.5'RT BEGIN STA 900+55, 31.5'RT END STA 899+44, 30.6'RT BEGIN STA 902+18, 4.7'RT STA 902+18, 4.7'LT STA 900+14, 70.0'RT STA 899+50, 16.5'RT STA 899+67, 36.9'RT END STA 900+00, 37.5'RT STA 899+83, 73.7'RT STA 900+24, 74.1'RT STA 901+22, 38.2'LT STA 901+22, 33.0'LT BEGIN STA 901+22, 16.5'LT STA 901+28, 16.5'LT STA 901+28, 33.0'LT END STA 901+28, 38.2'LT STA 900+69, 5.5'LT STA 900+96, 16.5'RT STA 900+96, 32.8'LT STA 900+69, 32.7'LT STA 902+89, 4.7'LT STA 902+96, 4.7'LT STA 902+96, 32.7'LT STA 902+89, 32.7'LT STA 900+24, 65.2'RT STA 900+19, 74.0'RT BEGIN STA 900+93, 29.8'LTSTA 900+88, 31.5'LT STA 902+18, 28.3'RT STA 899+50, 5.5'LT 894+00 895+00 896+00 897+00 898+00 STA 897+29, 16.5'RT STA 895+14, 16.5'RT STA 895+13, 4.7'RT STA 895+13, 4.7'LT STA 897+98, 4.7'RT STA 897+98, 4.7'LT STA 897+29, 4.7'RT STA 897+29, 4.7'LT STA 896+20, 16.5'RT STA 896+14, 16.5'RT STA 896+20, 4.7'RT STA 896+56, 4.7'LT STA 896+56, 32.9'LT BEGIN STA 896+62, 4.7'LT STA 896+62, 33.0'LT END STA 896+56, 38.4'LT STA 896+62, 38.4'LT STA 895+63, 29.0'RT STA 896+14, 29.0'RT STA 896+20, 31.2'RT STA 896+14, 4.7'RT SP2 13 DVS MA T C H L I N E S T A 9 0 3 + 0 0 S E E S H E E T S P 3 NE 9 T H S T DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 MA T C H L I N E S T A 8 9 8 + 5 0 , S E E B E L O W MA T C H L I N E S T A 8 9 4 + 0 0 , S E E S H E E T S P 1 DUVALL AVENUE NE MA T C H L I N E S T A 8 9 8 + 5 0 , S E E A B O V E 61 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. LEGEND: CLEARING AND GRUBBING, TRIM OVERHANGING BRANCHES CATCH BASIN INSERT PER COR STD PLAN 216.30 SAWCUT LINE HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN I-30.17-01 REMOVE UTILITY REMOVE AND DISPOSE OF STORM WATER PIPE REMOVE CEMENT CONCRETE SIDEWALK REMOVE CEMENT CONC CURB/ CURB AND GUTTER ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT REMOVING ASPHALT CONC. PAVEMENT DEMOLITION NOTES: REMOVE TREE. PROTECT EXISTING FENCE. PLUG EXISTING WATER MAIN. ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. REMOVE EXISTING FIRE HYDRANT. REMOVE EXISTING UTILITY POLE (BY OTHERS). REMOVE BOLLARD POST REMOVE DRAINAGE STRUCTURE. PROTECT EXISTING UTILITY POLE. REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. REMOVE CURB/CURB AND GUTTER. NOT USED. PRESERVE AND PROTECT TREE(S). REMOVE CHANNELIZATION. RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS. RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS. SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND RELOCATION. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 TEMPORARY CONSTRUCTION EASEMENT ABANDON EXISTING WATER MAIN RIGHT-OF-WAY PLANING BITUMINOUS PAVEMENT, 2-INCH DEPTH PROPOSED CATCH BASIN, SEE SD SHEETS 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 1 PLANING BITUMINOUS PAVEMENT LIMITS CHANGED AND TRENCH SAW CUTS ADDED DVS 02/15/22 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/23 DVS 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 DIVISIONRECORD DRAWINGS 02/22/202102/15/2022 1 903+00 904+00 905+00 906+00 907+00 908+00 STA 906+25, 58.2'RT STA 905+96, 16.5'LT STA 906+24, 31.6'LT STA 906+19, 45.5'LT STA 905+96, 16.5'RT STA 906+88, 33.3'RT END STA 906+38, 79.0'RT STA 906+24, 45.5'LT STA 906+80, 31.8'LT STA 906+41, 79.4'RT BEGIN STA 903+91, 4.7'RT STA 903+91, 4.7'LT STA 903+26, 16.9'LT STA 903+56, 16.5'LT STA 905+96, 30.8'RT STA 905+96, 31.7'LT STA 906+06, 32.4'LT STA 906+10, 31.2'RT STA 906+79, 31.7'RT STA 906+40, 61.9'RT STA 906+54, 49.4'LT END STA 906+53, 54.2'LT BEGIN STA 903+41, 29.0'RT STA 905+81, 31.3'RT 908+00 909+00 910+00 911+00 912+00 913+00 MA T C H L I N E S T A 9 0 8 + 0 0 S E E B E L O W MA T C H L I N E S T A 9 0 8 + 0 0 S E E A B O V E MA T C H L I N E S T A 9 1 3 + 0 0 S E E S H E E T S P 4 DUVALL AVENUE NE NE 1 0 T H S T DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 1 13 13 13 131015 LF SP3 14 DVS CJD MA T C H L I N E S T A 9 0 3 + 0 0 S E E S H E E T S P 2 11 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. LEGEND: CLEARING AND GRUBBING, TRIM OVERHANGING BRANCHES CATCH BASIN INSERT PER COR STD PLAN 216.30 SAWCUT LINE HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN I-30.17-01 REMOVE UTILITY REMOVE AND DISPOSE OF STORM WATER PIPE REMOVE CEMENT CONCRETE SIDEWALK REMOVE CEMENT CONC CURB/ CURB AND GUTTER ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT REMOVING ASPHALT CONC. PAVEMENT DEMOLITION NOTES: REMOVE TREE. PROTECT EXISTING FENCE. PLUG EXISTING WATER MAIN. ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. REMOVE EXISTING FIRE HYDRANT. REMOVE EXISTING UTILITY POLE (BY OTHERS). REMOVE BOLLARD POST REMOVE DRAINAGE STRUCTURE. PROTECT EXISTING UTILITY POLE. REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. REMOVE CURB/CURB AND GUTTER. NOT USED. PRESERVE AND PROTECT TREE(S). REMOVE CHANNELIZATION. RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS. RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS. SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND RELOCATION. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 TEMPORARY CONSTRUCTION EASEMENT ABANDON EXISTING WATER MAIN RIGHT-OF-WAY PLANING BITUMINOUS PAVEMENT, 2-INCH DEPTH PROPOSED CATCH BASIN, SEE SD SHEETS 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 2 2 2 5 11 11 10 10 FWD NO 12 - REMOVE 2 CULVERTS IN WZE TLS 04/12/22 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/23 DVS 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 DIVISIONRECORD DRAWINGS 02/22/202108/31/2023 1 11 913+00 914+00 915+00 916+00 917+00 918+00 STA 917+87, 41.0'LT STA 916+80, 46.0'RT STA 916+90, 46.0'RT 6' C H A I N L I N K 918+00 919+00 920+00 921+00 922+00 923+00 STA 919+63, 74.7'LT STA 921+13, 49.5'LT BEGIN STA 921+57, 49.5'LT BEGIN STA 919+56, 45.3'RT END STA 918+70, 41.0'LT STA 919+00, 41.0'LT STA 918+04, 41.0'LT STA 919+47, 46.7'LT STA 919+70, 74.4'LT BEGIN STA 919+62, 45.8'LT STA 921+25, 36.7'LT END STA 921+73, 33.2'LT END STA 919+59, 45.4'RT STA 919+59, 32.0'RT STA 920+18, 31.4'RT STA 919+48, 31.6'RT BEGIN STA 919+73, 14.4'RT STA 920+09, 22.2'LTSTA 919+44, 25.3'LT STA 919+32, 30.8'LT STA 919+98, 26.6'LT MA T C H L I N E S T A 9 1 8 + 0 0 , S E E B E L O W MA T C H L I N E S T A 9 1 8 + 0 0 , S E E A B O V E MA T C H L I N E S T A 9 2 3 + 0 0 , S E E S H E E T S P 5 MA T C H L I N E S T A 9 1 3 + 0 0 , S E E S H E E T S P 3 NE 1 2 T H S T DUVALL 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 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. LEGEND: CLEARING AND GRUBBING, TRIM OVERHANGING BRANCHES CATCH BASIN INSERT PER COR STD PLAN 216.30 SAWCUT LINE HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN I-30.17-01 REMOVE UTILITY REMOVE AND DISPOSE OF STORM WATER PIPE REMOVE CEMENT CONCRETE SIDEWALK REMOVE CEMENT CONC CURB/ CURB AND GUTTER ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT REMOVING ASPHALT CONC. PAVEMENT DEMOLITION NOTES: REMOVE TREE. PROTECT EXISTING FENCE. PLUG EXISTING WATER MAIN. ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. REMOVE EXISTING FIRE HYDRANT. REMOVE EXISTING UTILITY POLE (BY OTHERS). REMOVE BOLLARD POST REMOVE DRAINAGE STRUCTURE. PROTECT EXISTING UTILITY POLE. REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. REMOVE CURB/CURB AND GUTTER. NOT USED. PRESERVE AND PROTECT TREE(S). REMOVE CHANNELIZATION. RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS. RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS. SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND RELOCATION. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 TEMPORARY CONSTRUCTION EASEMENT ABANDON EXISTING WATER MAIN RIGHT-OF-WAY PLANING BITUMINOUS PAVEMENT, 2-INCH DEPTH PROPOSED CATCH BASIN, SEE SD SHEETS 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 FWD NO 23 - REMOVE STORM PIPE IN LIEU OF ABANDON WITH CDF TLS 07/09/22 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/23 DVS 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 DIVISIONRECORD DRAWINGS 02/22/202108/31/2023 1 1 923+00 924+00 925+00 926+00 927+00 928+00 STA 926+27, 50.0'LT BEGIN STA 926+61, 50.0'LT BEGIN STA 923+36, 58.5'LT BEGIN STA 923+66, 58.5'LT BEGIN STA 927+59, 33.0'LT END STA 927+59, 32.1'RT STA 923+34, 33.3'LT END STA 923+66, 33.6'LT END STA 926+30, 33.2'LT END STA 926+63, 33.8'LT END STA 923+85, 21.0'LT STA 924+60, 18.0'LT STA 926+82, 20.4'LT STA 923+77.64, 21.16'LT 90 LF HIGH VISIBILITY FENCE PER WSDOT ST. PLAN I-10.10-01 MA T C H L I N E S T A 9 2 3 + 0 0 , S E E S H E E T S P 4 DUVALL 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 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. LEGEND: CLEARING AND GRUBBING, TRIM OVERHANGING BRANCHES CATCH BASIN INSERT PER COR STD PLAN 216.30 SAWCUT LINE HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN I-30.17-01 REMOVE UTILITY REMOVE AND DISPOSE OF STORM WATER PIPE REMOVE CEMENT CONCRETE SIDEWALK REMOVE CEMENT CONC CURB/ CURB AND GUTTER ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT REMOVING ASPHALT CONC. PAVEMENT DEMOLITION NOTES: REMOVE TREE. PROTECT EXISTING FENCE. PLUG EXISTING WATER MAIN. ABANDON STORM SEWER PIPE OR CULVERT BY PLUGGING EITHER THE INLET OR OR CULVERT ENDS AND FILLING PIPE WITH CDF. REMOVE EXISTING FIRE HYDRANT. REMOVE EXISTING UTILITY POLE (BY OTHERS). REMOVE BOLLARD POST REMOVE DRAINAGE STRUCTURE. PROTECT EXISTING UTILITY POLE. REMOVE STORM SEWER PIPE/CULVERT OR WATER PIPE. REMOVE CURB/CURB AND GUTTER. NOT USED. PRESERVE AND PROTECT TREE(S). REMOVE CHANNELIZATION. RELOCATE EXISTING TELEPHONE LINE AS NEEDED, BY OTHERS. RELOCATE EXISTING TELEPHONE VAULT, BY OTHERS. SEE E PLANS FOR CITY-OWNED ILLUMINATION AND SIGNAL EQUIPMENT REMOVAL AND RELOCATION. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 TEMPORARY CONSTRUCTION EASEMENT ABANDON EXISTING WATER MAIN RIGHT-OF-WAY PLANING BITUMINOUS PAVEMENT, 2-INCH DEPTH PROPOSED CATCH BASIN, SEE SD SHEETS 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 FWD NO 23 - REMOVE STORM PIPE IN LIEU OF ABANDON WITH CDF TLS 07/09/22 ADDITIONAL TREE REMOVAL TLS 07/15/22 1 1 1 1 2 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/23 DVS 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 DIVISIONRECORD DRAWINGS 02/22/202108/31/2023 1 1 2 50+50 51+00 51+50 52+00 52+50 53+00 STA 50+83.6, 34.0'LT BEGIN MATCH EXISTING STA 52+26.0, 34.4'LT END MATCH EXISTING 40 0 400 397 398 398 399 399 STA 50+89.5, 33.8'LT AP 4TH DWY SEE SHEET DW1 STA 52+04.3, 34.3'LT 1 STA 52+53.7, 34.1'LT END MATCH EXISTING 30 6 7 43 7 . 2 0 CB 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 TEMPORARY CONSTRUCTION EASEMENT RIGHT-OF-WAY 19 D-LINE NE 4 T H S T PLAN AND PROFILE BEGIN TO STA 52+60 SHEET 1 OF 10 JLD SIDEWALK REPAIR AS NEEDED, SEE SHEET SD9 ADJUST JUNCTION BOX TO GRADE DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STA 891+89.1, 32.5'RT PT STA 893+69.1, 39.0'RT BEGIN 1' HIGH WALL STA 893+18.6, 32.5'RT PC PC STA 893+18.64 891+00 892+00 893+00 894+00 425 426 427 2 891+00 892+00 893+00 894+00 PC STA 893+18.64 420' 430' 440' 420' 430' 440' 891+00 892+00 893+00 894+00 42 2 . 9 42 3 . 5 42 4 . 1 42 4 . 6 42 5 . 1 42 5 . 6 42 6 . 1 42 6 . 4 42 6 . 8 42 7 . 1 42 7 . 4 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 DIVISIONRECORD DRAWINGS 02/22/2021 RD2 18 DVS CJD 2 3 EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) NE 7 T H P L DUVALL AVENUE NE NE 8 T H S T 6 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 TEMPORARY CONSTRUCTION EASEMENT RIGHT-OF-WAY 19 106 2 3 MA T C H L I N E S T A 8 9 4 + 0 0 , S E E S H E E T R D 2 C-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 CONTRACTOR TO REMOVE AND REINSTALL EXISTING CURBING WITH 3' BREAKS. CONTRACTOR TO COORDINATE WITH CITY PRIOR TO INSTALLATION AND SALVAGE REMAINING CURBING TO THE CITY. 19 19 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STA 891+89.1, 32.5'RT PT STA 893+69.1, 39.0'RT BEGIN 1' HIGH WALL STA 893+18.6, 32.5'RT PC PC STA 893+18.64 891+00 892+00 893+00 894+00 425 426 427 2 891+00 892+00 893+00 894+00 PC STA 893+18.64 420' 430' 440' 420' 430' 440' 891+00 892+00 893+00 894+00 42 2 . 9 42 3 . 5 42 4 . 1 42 4 . 6 42 5 . 1 42 5 . 6 42 6 . 1 42 6 . 4 42 6 . 8 42 7 . 1 42 7 . 4 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 DIVISIONRECORD DRAWINGS 02/22/2021 RD2 18 DVS CJD 2 3 EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) NE 7 T H P L DUVALL AVENUE NE NE 8 T H S T 6 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 TEMPORARY CONSTRUCTION EASEMENT RIGHT-OF-WAY 19 106 2 3 MA T C H L I N E S T A 8 9 4 + 0 0 , S E E S H E E T R D 2 C-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 CONTRACTOR TO REMOVE AND REINSTALL EXISTING CURBING WITH 3' BREAKS. CONTRACTOR TO COORDINATE WITH CITY PRIOR TO INSTALLATION AND SALVAGE REMAINING CURBING TO THE CITY. 19 19 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STA 894+35.0 END 1' HIGH WALL BEGIN 1.5' HIGH WALL STA 894+70.0 END 1.5' HIGH WALL BEGIN 2' HIGH WALL STA 895+10.0 END 2' HIGH WALL BEGIN 3' HIGH WALL STA 895+55.0 END 3' HIGH WALL BEGIN 1.5' HIGH WALL STA 896+90.0 END 1.5' HIGH WALL BEGIN 1' HIGH WALL STA 897+30.0, 39.0'RT END 1' HIGH WALL STA 895+14.4, 32.5'RT PT PC STA 897+29.1, 32.5'RT PC PC STA 897+29.11 PT STA 895+14.36 894+00 895+00 896+00 897+00 898+00 430 428 429 431 432432 STA 895+08.0, 0.0'LT PT STA 898+03.0, 0.0'T PT STA 897+70.0, 39.0'RT BEGIN 1' HIGH WALL 3 4 5 6 894+00 895+00 896+00 897+00 898+00 PC STA 897+29.11 PT STA 895+14.36 430' 440' 450' 430' 440' 450' 894+00 895+00 896+00 897+00 898+00 898+50 42 7 . 9 5 42 8 . 0 42 8 . 2 4 42 8 . 2 42 8 . 4 4 42 8 . 4 42 8 . 6 4 42 8 . 6 42 9 . 3 4 42 8 . 9 42 9 . 5 5 42 9 . 1 42 9 . 7 5 42 9 . 2 42 9 . 9 6 42 9 . 4 43 0 . 1 6 42 9 . 6 43 0 . 3 7 42 9 . 8 43 0 . 5 8 43 0 . 1 43 0 . 7 8 43 0 . 2 43 0 . 9 9 43 0 . 4 43 1 . 1 9 43 0 . 6 43 1 . 4 0 43 0 . 8 43 1 . 6 0 43 1 . 1 43 1 . 3 4 43 1 . 3 0.82% PVI STA 895+08.00 EL=428.70 PVI STA 895+08.21 EL=429.20 PVI STA 898+03.00 EL=431.13 PV I S T A 8 9 8 + 5 0 . 0 0 EL = 4 3 1 . 5 7 PVI STA 898+02.79 EL=431.63 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 DIVISIONRECORD DRAWINGS 02/22/2021 RD3 19 DVS CJD MA T C H L I N E S T A 8 9 4 + 0 0 , S E E S H E E T R D 2 EXISTING 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 TEMPORARY CONSTRUCTION EASEMENT RIGHT-OF-WAY 19 10 2 3 MA T C H L I N E S T A 8 9 8 + 5 0 , S E E S H E E T R D 4 C-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 PROPOSED GRADE AT C-LINE (TYP) DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STA 900+43.7, 32.5'RT BEGIN STA 900+95.0, 39.0'RT BEGIN 1' HIGH WALL STA 901+94.0, 39.0'RT BEGIN STA 902+54.0, 39.0'RT END STA 899+24.2, 32.5'RT PT PT STA 899+24.21 STA 901+75.0, 39.0'RT END 1' HIGH WALL 899+00 900+00 901+00 902+00 903+00 435434 STA 899+30.0, 39.0'RT END 1' HIGH WALL STA 902+12.5, 0.0'T 8 STA 900+18.8, 65.2'RT END STA 900+18.9, 74.1'RT BEGIN 899+00 900+00 901+00 902+00 903+00 PT STA 899+24.21 STA 899+75.0, 0.0'T EL=432.58 EL=432.79 STA 900+25.0, 0.0'T EL=433.00 END OF CROWNSTA 900+50.0, 0.0'T EL=433.21 STA 900+18.0, 32.5'RT EL=433.05 STA 900+75.0, 0.0'T EL=433.43 EL=433.16EL=432.87 430' 440' 450' 430' 440' 450' 898+50 899+00 900+00 901+00 902+00 903+00 43 1 . 7 7 43 1 . 8 43 1 . 9 7 43 2 . 0 43 2 . 1 7 43 2 . 1 43 2 . 4 43 2 . 5 8 43 2 . 5 43 2 . 7 9 43 2 . 7 43 3 . 0 0 43 2 . 9 43 3 . 2 1 43 3 . 1 43 3 . 4 3 43 3 . 4 43 3 . 6 4 43 3 . 6 43 3 . 8 5 43 3 . 9 43 4 . 0 6 43 4 . 1 43 4 . 2 2 43 4 . 2 43 4 . 3 7 43 4 . 4 43 5 . 0 6 43 4 . 5 43 5 . 2 7 43 4 . 7 43 5 . 4 9 43 5 . 0 0.79% 0.85% 0.85% PV I S T A 8 9 8 + 5 0 . 0 0 EL = 4 3 1 . 5 7 PVI STA 902+12.50 EL=434.45 PVI STA 902+12.71 EL=434.95 PV I S T A 8 9 9 + 5 0 . 0 0 EL = 4 3 2 . 3 7 PV I S T A 9 0 0 + 9 5 . 9 2 EL = 4 3 3 . 6 0 PV I S T A 9 0 1 + 5 0 . 0 0 EL = 4 3 4 . 0 6 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 DIVISIONRECORD DRAWINGS 02/22/2021 RD4 20 DVS CJD 2 3NE 9 T H ST DUVALL 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 TEMPORARY CONSTRUCTION EASEMENT RIGHT-OF-WAY 19 10 10 8 8 MA T C H L I N E S T A 9 0 3 + 0 0 S E E S H E E T R D 5 MA T C H L I N E S T A 8 9 8 + 5 0 , S E E S H E E T R D 3 3 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 PROPOSED GRADE AT C-LINE (TYP) 02/15/2022 1 OVERLAY AND FULL DEPTH ROADWAY LIMITS CHANGED DVS 02/15/22 PROPOSED PROFILE CHANGED DVS 02/15/22 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 2 1 2 STA 903+26.1, 32.9'LT BEGIN STA 903+56.2, 32.5'LT AP STA 906+17.8, 46.0'LT END STA 905+96 BEGIN STA 905+96.6, 32.5'RT PC STA 903+15.0, 39.0'RT BEGIN 1' HIGH WALL STA 903+30.0, 38.5'LT BEGIN 1' HIGH WALL STA 903+56.3, 38.0'LT END 1' HIGH WALL BEGIN 1.5' HIGH WALL STA 904+70.0, 38.0'LT END 1.0' HIGH WALL STA 905+25.0, 39.0'RT END 1' HIGH WALL PI STA 906+35.13 PI STA 906+45.21 STA 905+36.0, 38.0'LT BEGIN STA 905+65.1, 38.0'LT END STA 905+95.7, 32.5'LT PC 903+00 904+00 905+00 906+00 907+00 908+00 436 4 3 7 437 STA 905+99.7, 32.8'LT END STA 906+30.2, 1.0'LT STA 903+96.2, 0.0'T END 8 9 903+00 904+00 905+00 906+00 907+00 908+00 STA 906+53.1, 54.2'LT END STA 906+54.4, 49.4'LT END PI STA 906+35.13 PI STA 906+45.21 STA 904+60.0, 38.0'LT END 1' HIGH WALL BEGIN 1.5' HIGH WALL 430' 440' 450' 430' 440' 450' 903+00 904+00 905+00 906+00 907+00 908+00 43 5 . 9 1 43 5 . 5 43 6 . 1 3 43 5 . 7 43 6 . 3 4 43 5 . 9 43 6 . 0 5 43 6 . 1 43 6 . 2 4 43 6 . 2 43 6 . 4 4 43 6 . 4 43 6 . 6 3 43 6 . 6 43 6 . 8 2 43 6 . 8 43 7 . 0 1 43 6 . 9 43 7 . 2 0 43 7 . 2 43 7 . 3 9 43 7 . 4 43 7 . 5 8 43 7 . 6 43 7 . 7 7 43 7 . 8 43 7 . 9 7 43 8 . 0 43 8 . 1 6 43 8 . 2 43 8 . 3 6 43 8 . 5 43 8 . 5 4 43 8 . 6 43 8 . 6 8 43 8 . 8 43 8 . 7 9 43 8 . 9 0.78% 0.76% 0.85% PV I S T A 9 0 7 + 0 3 . 9 0 EL = 4 3 8 . 3 9 PVI STA 905+95.67 EL=437.55 PVI STA 903+96.16 EL=436.02 PVI STA 903+95.95 EL=436.52 208' VC PVI STA 908+08.13 EL=439.20' K=161.52 BV C S T A 9 0 7 + 0 3 . 9 0 EL = 4 3 8 . 3 9 PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE DUVALL AVENUE NE NE 1 0 T H S T EXISTING 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 TEMPORARY CONSTRUCTION EASEMENT RIGHT-OF-WAY 19 10 10 10 6 MA T C H L I N E S T A 9 0 8 + 0 0 S E E S H E E T R D 6 MA T C H L I N E S T A 9 0 3 + 0 0 S E E S H E E T R D 4 C-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 01/31/2023 3 MONUMENT LOCATION REVISED DVS 01/31/23 3 REVISED CURB AND GUTTER FLOWLINE TLS 01/31/23 10 10 1 1 FWD NO 25 TLS 07/19/22 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 2 2 STA 908+36.1, 33.0'LT BEGIN, MATCH EXISTING STA 908+66.2, 32.5'LT AP STA 909+12.4, 0.0'LT BEGIN STA 912+93.8, 32.5'RT BEGIN, MATCH EXISTING PI STA 908+35.21 PI STA 912+93.50 908+00 909+00 910+00 911+00 912+00 913+00 STA 912+93.5, 32.5'LT AP 908+00 909+00 910+00 911+00 912+00 913+00 PI STA 908+35.21 PI STA 912+93.50 430' 440' 450' 430' 440' 450' 908+00 909+00 910+00 911+00 912+00 913+00 43 8 . 8 8 43 9 . 1 43 8 . 8 7 43 9 . 1 43 8 . 8 1 43 9 . 0 43 8 . 7 2 43 9 . 0 43 9 . 1 0 43 8 . 8 43 8 . 9 3 43 8 . 7 43 8 . 7 2 43 8 . 4 43 8 . 4 8 43 8 . 2 43 8 . 1 9 43 7 . 9 43 7 . 8 7 43 7 . 5 43 7 . 5 1 43 7 . 1 43 7 . 1 3 43 6 . 7 43 6 . 6 4 43 6 . 3 43 6 . 1 2 43 5 . 8 43 5 . 5 9 43 5 . 2 43 5 . 0 5 43 4 . 7 43 4 . 5 0 43 4 . 2 43 3 . 9 4 43 3 . 7 43 3 . 3 8 43 3 . 1 -1.52%-2.09%PVI STA 909+12.36 EL=438.67 PVI STA 909+12.57 EL=439.17 PV I S T A 9 1 0 + 7 3 . 9 0 EL = 4 3 7 . 5 3 PVI STA 911+05.40 EL=437.05 PV I S T A 9 1 1 + 5 0 . 0 0 EL = 4 3 6 . 1 2 PV I S T A 9 1 3 + 0 0 . 0 0 EL = 4 3 2 . 8 0 208' VC PVI STA 908+08.13 EL=439.20' K=161.52 EV C S T A 9 0 9 + 1 2 . 3 6 EL = 4 3 8 . 6 7 161' VC PVI STA 909+93.23 EL=438.75' K=161.01 BV C S T A 9 0 9 + 1 2 . 5 7 EL = 4 3 9 . 1 7 EV C S T A 9 1 0 + 7 3 . 9 0 EL = 4 3 7 . 5 3 150' VC PVI STA 912+25.00 EL=434.54' K=647.63 BV C S T A 9 1 1 + 5 0 . 0 0 EL = 4 3 6 . 1 2 EV C S T A 9 1 3 + 0 0 . 0 0 EL = 4 3 2 . 8 0 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 TEMPORARY CONSTRUCTION EASEMENT RIGHT-OF-WAY 19 MA T C H L I N E S T A 9 0 8 + 0 0 S E E S H E E T R D 5 MA T C H L I N E S T A 9 1 3 + 0 0 S E E S H E E T R D 7 2 3 C-LINE PLAN AND PROFILE STA 908+00 TO STA 913+00 SHEET 6 OF 10 JLD 3 1 FWD NO 90 - SCHOOL FRONTAGE REVISIONS TLS 05/26/22 1 STA 908+80.64, BEGIN CURB TRANSITION DEPRESSED CURB AND GUTTER FOR DRIVEWAY PER COR 104.2, STA 908+86.64 LT TO STA 909+16.53 LT STA 909+22.53 LT, END CURB TRANSITION END TEMP HMA THICKENED EDGE, BEGIN TRAFFIC CURB AND GUTTER STA 911+72.90 LT SHIFT FO CABLE VAULT LOCATION TO STA 911+90 END TRAFFIC CURB AND GUTTER STA 911+12.96 LT, BEGIN TEMP HMA THICKENED EDGE 2 REVISED CURB AND GUTTER FLOWLINE TLS 01/31/23 2 2 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 1 STA 915+80.3, 0.0'LT END STA 913+03.8, 38.0'RT BEGIN 1' HIGH WALL CHURCH DWY S SEE SHEET DW2 STA 917+95.63, 32.5'LT STA 916+27.3, 38.0'RT AP END 4' HIGH WALL STA 916+29.9, 40.5'RT AP STA 916+40.2, 40.5'RT AP 913+00 914+00 915+00 916+00 917+00 918+00 STA 914+27.4, 38.0'RT END 2' HIGH WALL STA 914+29.9, 40.5'RT AP STA 914+40.2, 40.5'RT AP STA 914+42.7, 38.0'RT BEGIN 2' HIGH WALL STA 916+79.4, 41.0'RT END 2' HIGH WALL STA 916+95.0, 38.0'RT AP 10 12 STA 917+18.0, 38.0'RT END 1' HIGH WALL BEGIN STA 917+18.0, 43.8'RT AP STA 917+33.0, 43.8'RT AP STA 917+33.0, 38.0'RT END BEGIN 4' HIGH WALL STA 915+85.4, 38.0'RT END 3' HIGH WALL 913+00 914+00 915+00 916+00 917+00 918+00 STA 916+31.2, 34.3'RT RELOCATE EX MAILBOX STA 916+91.2, 40.2'RT BEGIN 1' HIGH WALL PRIVATE DWY SEE SHEET DW1 STA 916+85.5, 32.5'RT STA 916+64.8, 38.0'RT AP STA 916+66.7, 41.0'RT AP STA 916+42.7, 38.0'RT AP BEGIN 4' HIGH WALL END BEGIN TEMP. HMA THICKENED EDGE STA 916+63.23, 32.5'LT BEGIN CURB TRANSITION STA 917+80.63 32.5'LT END TEMP. HMA THICKENED EDGE BEGIN STA 917+29.00 32.9'LT STA 913+45.2, 38.0'RT END 1' HIGH WALL STA 913+48.2, 38.0'RT BEGIN 2' HIGH WALL STA 916+75.4, 41.0'RT END 4' HIGH WALL BEGIN TRANSITION FROM 4' TO 2' HIGH WALL STA 914+65.2, 38.0'RT END 2' HIGH WALL STA 914+68.2, 38.0'RT BEGIN 3' HIGH WALL MATCH TOP OF SHAFT STA 915+88.4, 38.0'RT BEGIN 4' HIGH WALL 420' 430' 440' 420' 430' 440' 913+00 914+00 915+00 916+00 917+00 918+00 -2.33% -2.14% -1.94% PVI STA 913+00.00 EL=432.80 PVI STA 913+35.32 EL=431.98 PV I S T A 9 1 5 + 0 0 . 0 0 EL = 4 2 8 . 7 9 PVI STA 915+80.09 EL=427.20 PVI STA 915+80.30 EL=426.69 PV I S T A 9 1 6 + 5 0 . 0 0 EL = 4 2 5 . 2 4 EV C S T A 9 1 3 + 0 0 . 0 0 EL = 4 3 2 . 8 0 80' VC PVI STA 915+40.04 EL=428.02' K=736.60 BV C S T A 9 1 5 + 0 0 . 0 0 EL = 4 2 8 . 7 9 EV C S T A 9 1 5 + 8 0 . 0 9 EL = 4 2 7 . 2 0 70' VC PVI STA 916+15.15 EL=425.98' K=735.91 BV C S T A 9 1 5 + 8 0 . 3 0 EL = 4 2 6 . 6 9 EV C S T A 9 1 6 + 5 0 . 0 0 EL = 4 2 5 . 2 4 43 2 . 2 2 43 2 . 0 43 1 . 6 9 43 1 . 5 43 1 . 2 1 43 1 . 0 43 0 . 7 3 43 0 . 5 43 0 . 2 4 43 0 . 0 42 9 . 7 6 42 9 . 5 42 9 . 2 8 42 8 . 9 42 8 . 7 9 42 8 . 4 42 8 . 3 0 42 7 . 9 42 7 . 8 1 42 7 . 4 42 7 . 3 0 42 6 . 8 42 6 . 2 9 42 6 . 4 42 5 . 7 7 42 5 . 9 42 5 . 4 42 4 . 7 0 42 4 . 8 42 4 . 1 7 42 4 . 3 42 3 . 6 3 42 3 . 8 42 3 . 1 0 42 3 . 2 42 2 . 5 6 42 2 . 6 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 TEMPORARY CONSTRUCTION EASEMENT RIGHT-OF-WAY 19 10 16 MA T C H L I N E S T A 9 1 8 + 0 0 , S E E S H E E T R D 8 MA T C H L I N E S T A 9 1 3 + 0 0 , S E E S H E E T R D 6 C-LINE PLAN AND PROFILE STA 913+00 TO STA 918+00 SHEET 7 OF 10 JLD 1 10 1016 19PROVIDE MAXIMUM CONCRETE HYDRANT PAD WIDTH WITHIN ROW 3 3 DEPRESSED CURB AND GUTTER FOR DRIVEWAY PER COR 104.2 STA 917+86.63, 32.5'LT TO STA 918+04.63, 32.5 LT 1 FWD NO 19 - SCHOOL FRONTAGE REVISIONS TLS 5/26/22 1 2 WALL BUMP OUT REVISION AT FH DVS 10/7/22 SEE SHEET WD1 SECTION A FOR WALL DETAILS SEE SHEET WD1 SECTION A FOR WALL DETAILS 3 3 WALL HIGH REVISIONS DVS 12/13/22 12/13/2022 REVISED CURB AND GUTTER FLOWLINE DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS GROCERY BACK DWY SEE SHEET DW3 STA 921+43.9, 32.5'LT STA 919+29.6, 32.5'LT PC STA 919+91.7, 32.5'LT PT STA 921+85.3, 38.0'LT BEGIN STA 919+25.8, 38.1'RT, AP END 2' HIGH WALL BEGIN TRANSITION WALL HEIGHT FROM 2' TO 1' PI STA 919+91.70 PI STA 919+35.21 STA 919+52.5, 0.1'RT STA 918+42.7, 38.0'RT, AP BEGIN 2' HIGH WALL STA 918+29.9, 40.5'RT, AP STA 918+40.2, 40.5'RT, AP 918+00 919+00 920+00 921+00 922+00 923+00 STA 919+33.9, 41.0'RT, END 1' HIGH WALL 12 14 15 STA 918+78.0, 43.8'RT, AP STA 918+98.5, 43.8'RT AP STA 919+55.9, 45.3'RT, END STA 919+70.1, 74.4'LT, BEGIN STA 919+69.2, 59.0'LT, PC STA 919+46.16, 46.8'LT, END 918+00 919+00 920+00 921+00 922+00 923+00 PI STA 919+91.70 PI STA 919+35.21 STA 918+78.0, 38.0'RT END 2' HIGH WALL STA 918+98.5, 38.0'RT BEGIN 2' HIGH WALL END CURB TRANSITION STA 918+10.63, 32.5'LT BEGIN CURB TRANSITION STA 918+65.35, 32.5'LT END CURB TRANSITION STA 919+06.35, 32.5'LT DEPRESSED CURB AND GUTTER FOR CURB RAMP, PER COR 101, STA 919+39.74, 35.4'LT AND THEN 6.3' NW ALONG CURB RETURN CHURCH DWY N SEE SHEET DW2 STA 918+85.85, 32.5'LT 410' 420' 430' 410' 420' 430' 918+00 919+00 920+00 921+00 922+00 923+00 -1.96% PVI STA 921+25.00 EL=415.42 PVI STA 919+26.00 EL=419.33 42 1 . 4 9 42 1 . 6 42 0 . 9 6 42 1 . 0 42 0 . 4 2 42 0 . 5 41 9 . 8 9 41 9 . 9 41 9 . 3 5 41 9 . 4 41 8 . 8 6 41 9 . 0 41 8 . 3 7 41 8 . 6 41 7 . 8 8 41 8 . 2 41 7 . 3 9 41 7 . 8 41 6 . 9 0 41 7 . 4 41 6 . 4 1 41 6 . 7 41 5 . 9 1 41 6 . 2 41 5 . 4 2 41 5 . 7 41 4 . 8 8 41 5 . 2 41 4 . 3 4 41 4 . 7 41 3 . 8 0 41 4 . 1 41 3 . 2 6 41 3 . 6 41 2 . 7 2 41 3 . 0 41 2 . 1 7 41 2 . 6 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 NE NE 1 2 T H S T 1 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 TEMPORARY CONSTRUCTION EASEMENT RIGHT-OF-WAY 19 10 MA T C H L I N E S T A 9 1 8 + 0 0 , S E E S H E E T R D 7 MA T C H L I N E S T A 9 2 3 + 0 0 , S E E S H E E T R D 9 C-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 CURB AND GUTTER AND SIDEWALK REPAIR AS NEEDED, SEE SHEET PU2 3 3 3 3 10 19 WATER MAIN TO BE ABANDONED PER SP SHEETS 1 CALL OUTS REVISED DVS 02/22/22 1 2 2 SIDEWALK REVISED DVS 06/17/22 DEPRESSED CURB AND GUTTER FOR DRIVEWAY PER COR 104.2 STA 917+86.63, 32.5'LT TO STA 918+04.63, 32.5 LT DEPRESSED CURB AND GUTTER FOR DRIVEWAY PER COR 104.2 STA 918+71.35, 32.5'LT TO STA 919+00.35, 32.5 LT 3 SEE SHEET WD1 SECTION A FOR WALL DETAILS STA 918+24.4, 38.0'RT END 4' HIGH WALL MATCH TOP OF SHAFT SEE SHEETS WD2 AND WD3 FOR WALL DETAILS 4 3 3 FWD NO 19 - SCHOOL FRONTAGE REVISIONS TLS 05/26/22 4 WALL HIGH REVISIONS DVS 12/13/22 5 REVISED CURB AND GUTTER FLOWLINE TLS 01/31/23 REVISED CURB AND GUTTER FLOWLINE REVISED CURB AND GUTTER FLOWLINE 5 08/31/2023 5 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STA 927+58.7, 33.0'LT END MATCH EXISTING GROCERY N DWY SEE SHEET DW4 STA 926+45.8, 32.5'LT GROCERY S DWY SEE SHEET DW3 STA 923+51.1, 32.5'LT STA 923+06.7, 38.0'LT END PI STA 926+63.97 PI STA 927+59.65PC STA 924+04.62 PT STA 925+05.86923+00 924+00 925+00 926+00 927+00 928+00 15 16 923+00 924+00 925+00 926+00 927+00 928+00 PI STA 926+63.97 PI STA 927+59.65PC STA 924+04.62 PT STA 925+05.86 400' 410' 420' 400' 410' 420' 923+00 924+00 925+00 926+00 927+00 928+00 -2.17% 350' VC PVI STA 926+65.25 EL=403.72' K=91.62 BV C S T A 9 2 4 + 9 0 . 2 5 EL = 4 0 7 . 5 1 41 1 . 0 9 41 1 . 6 41 0 . 5 5 41 1 . 1 41 0 . 0 1 41 0 . 6 40 9 . 4 7 41 0 . 1 40 8 . 9 2 40 9 . 6 40 8 . 3 8 40 9 . 1 40 7 . 8 4 40 8 . 5 40 7 . 3 0 40 7 . 9 40 6 . 8 2 40 7 . 4 40 6 . 4 1 40 7 . 0 40 6 . 0 7 40 6 . 5 40 5 . 7 9 40 6 . 2 40 5 . 5 8 40 5 . 8 40 5 . 4 4 40 5 . 5 40 5 . 3 7 40 5 . 4 40 5 . 3 7 40 5 . 4 40 5 . 4 3 40 5 . 5 40 5 . 5 7 40 5 . 6 40 5 . 7 7 40 5 . 7 M A T C H L I N E S T A 9 2 3 + 0 0 , S E E S H E E T R D 8 DUVALL 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 TEMPORARY CONSTRUCTION EASEMENT RIGHT-OF-WAY 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 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 1 REVISED CURB AND GUTTER FLOWLINE TLS 01/31/23 1 PAVEMENT REPAIR AREA ADDED APPROX STA 925+31RT TO APPROX STA 926+75RT. THE OUTER NORTH-BOUND LANE TO THE GUTTER. APPROX 144 LF x 16'W 02/05/2021 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 DIVISIONRECORD DRAWINGS 02/22/2021 RD10 26 DVS CJD 3H: 1 V NST 2 H : 1 V * 1.5% 6" 12 " 6" 2 TYP DETAIL NO SCALE THICKENED EDGE 10 " 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" 1 MODIFIED CEMENT CONC, EXTRUDED CURB TYPE 6 DETAIL REVISION TLS 05/26/22 1 3" 3" DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 08/31/2023 6. 0 0 ' @ 1 . 5 0 % 4.76' @ 2.31% 1 2 .5 9 '@ 6 .0 3 % 5.17' @ 8.98% 8 . 8 9 ' @ 8 . 9 8 % 3.84' @ 12.08% 5.0 3'@ 1 .5 9 % 4 . 1 9 ' @ 1 5 . 46% 5. 0 0 ' @ 1 . 5 0 % 5.00' @ 1.50% 5.00' @ 1.50% STA 891+73.07 61.36' RT FL, MATCH EXISTING STA 891+72.31 41.56' RT FL, TOC EL 423.45 MATCH EXISTING BOW EL 425.20 BOW EL 424.22 BOW EL 424.33 LD, BR EL 423.45 PCC LD, BR EL 423.52 STA 891+93.82 32.50' RT FL EL 423.74 STA 891+71.41 55.24' RT FL, PRC EL 424.33 6. 0 0 ' @ 1 . 5 0 % TOC EL 424.24 TOC EL 424.13 TOC EL 423.37 TOC EL 423.45 STA 891+70.03 46.33' RT FL, PCC EL 423.72 STA 891+73.01 59.20' RT FL EL 424.62 MATCH EXISTING TOC EL 425.12 6 . 9 8 ' @ 8 . 0 1 % TOC EL 424.71 TOC EL 423.91 BOW EL 424.64 PRC BOW EL 423.99 PCC 6.7 6'@ 1.1 8 % STA 891+89.05 32.50' RT FL, PT EL 423.63 STA 891+93.82 32.50' RT FL EL 423.74 STA 891+93.82 32.50' RT FL EL 423.74 STA 891+93.82 32.50' RT FL EL 423.74 STA 891+93.82 32.50' RT FL EL 423.74 STA 891+93.82 32.50' RT FL EL 423.74 STA 891+77.02 36.53' RT FL, TOC EL 423.37 STA 891+93.82 32.50' RT FL EL 423.74 STA 891+93.82 32.50' RT FL EL 423.74 STA 891+93.82 32.50' RT FL EL 423.74 STA 891+93.82 32.50' RT FL EL 423.74 STA 891+93.82 32.50' RT FL EL 423.74 STA 891+93.82 32.50' RT FL EL 423.74 BOW EL 424.22BOW EL 424.22BOW EL 424.22BOW EL 424.22BOW EL 424.22BOW EL 424.22BOW EL 424.22 R14' R4.5' R14.5' 5. 0 0 ' @ 1 . 5 0 % 5 .7 4 '@ 8 .4 6 % 4 . 5 5 ' @ 8 . 9 8 % 3.42' @ 8.46% 4.76' @ 2.31% 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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dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISIONRECORD DRAWINGS 02/22/2021 GR2 28 DUVALL AVENUE NE RAMP LANDING SIDEWALK CROSSWALK DRIVEWAY MAXIMUM EXTENT FEASIBLE ADA ELEMENT: R L CW D ME SW R RLSW SW RAMP DETAIL SCALE IN FEET 0 3 6 DUVALL AVENUE NE R RLSW SW 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 1 4 4 1 3 3 3 3 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 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS S=0.058FT/FT 5.5 1 ' @ 1 . 5 0 % 6. 0 0 ' @ 1 . 5 0 % 8.20'@ 5.71% 5.07'@ 1.50% 4 .12'@ 7.56% STA 899+67.07 36.95' RT MATCH EXISTING STA 899+61.06 33.89' RT FL EL 432.90 STA 899+52.84 32.50' RT FL, PC EL 432.87 TOC EL 433.37 TOC EL 432.90 MATCH EXISTING LD, BR EL 432.98 TOC EL 433.31 BOW EL 433.46 TOC ELEV 433.46 6.63' @ 0.88% 2.18' @ 7.57% 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 DIVISIONRECORD DRAWINGS 02/22/2021 GR3 29 DUVALL AVENUE NE RAMP LANDING SIDEWALK CROSSWALK DRIVEWAY MAXIMUM EXTENT FEASIBLE ADA ELEMENT: R L CW D ME SW R L SW DUVALL AVE NE/NE 9TH ST SE CORNER NE 9 T H S T 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. 2 1 3 4 4 2 1 3 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 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 5 . 0 0 ' @ 1 . 5 0 % 5 . 0 0 ' @ 1 . 5 0 % STA 905+99.68 32.82' LT FL EL 436.87 STA 906+09.39 36.60' LT FL EL 436.93 STA 906+14.25 40.78' LT FL EL 436.96 TOC EL 437.37 TOC EL 436.93 LD EL 436.96 TOC EL 437.46 BOW EL 437.45 TOC EL 437.45 LD, BR EL 437.00 TOC EL 437.50 LD EL 437.04 TOC EL 437.54 STA 905+95.67 32.50' LT FL, PC EL 436.85 TOC EL 437.35 3.97' @ 0.51% 8 .0 3 '@ 5 .4 8 % 5 .0 1 '@ 0.6 0 % 5.00' @ 1.50% 6.30' @ 0.48% 10.26' @ 4.29% 5. 0 0 ' @ 1 . 5 0 % BOW EL 437.42 5. 0 0 ' @ 1. 5 0 % 6.00' @ 1 . 5 0 % 6.00' @ 0 . 5 0 % 6.00 ' @ 0 . 4 0 % 5.34' @ 1.31% 6.0 0 ' @ 1 . 6 0 % 2.28' @ 5.75% 6. 0 0 ' @ 1 . 5 0 % 2.28' @ 6.72% STA 905+94.32 32.50' RT FL EL 436.56 STA 905+96.60 32.50' RT FL, PC EL 436.58 STA 906+01.68 33.02' RT LD, BR EL 436.64 STA 906+06.86 34.70' RT FL EL 436.71 STA 906+16.52 42.39' RT FL EL 437.16 STA 906+19.29 47.01' RT FL EL 437.36 STA 906+20.70 50.85' RT FL EL 437.51 STA 906+21.60 57.68' RT FL EL 437.61 TOC EL 437.94 9.13' @ 7.9 3 % TOC EL 437.06 TOC EL 436.93 TOC EL 436.64 TOC EL 436.71 TOC EL 437.49 TOC EL 437.69 TOC EL 437.51 LD EL 437.61 BOW EL 437.15 BOW EL 437.00 BOW EL 437.52 BOW EL 437.72 TOC EL 437.72 LD, BR EL 436.74 LD, BR EL 436.81 LD, BR EL 437.60 LD EL 437.67 TOC EL 438.00 4.03' @ 1.59% 3.79' @ 6.72% 5.02'@ 5.75% 3.03' @ 3.96% 4.10' @ 4.64% 5 . 3 0 ' @ 3 . 7 2 % 12.22' @ 6.4 1 % 6.00' @ 1.08% 4 . 0 1 ' @ 4 . 4 8 % 6. 7 6 ' @ 1. 4 8 % 6. 0 0 ' @ 1 . 7 0 % 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 DIVISIONRECORD DRAWINGS 02/22/2021 GR4 30 DUVALL AVENUE NE RAMP LANDING SIDEWALK CROSSWALK DRIVEWAY MAXIMUM EXTENT FEASIBLE ADA ELEMENT: R L CW D ME SW R L SW RAMP DETAIL SCALE IN FEET 0 3 6 DUVALL AVENUE NE R R L SW SW DUVALL AVE NE/NE 10TH ST SW CORNER DUVALL AVE NE/NE 10TH ST SE CORNER NE 1 0 T H S T NE 1 0 T H S T R L 4-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 1 5 5 2 4 3 4 3 2 3 4 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 6'' REVEAL 0'' REVEAL RAMP DETAIL REVISION TLS 05/26/22 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 1 1 5 . 4 9 ' @ 1 . 5 0 % 6 . 3 2 ' @ 1 . 5 2 % 6. 3 2 ' @ 1 . 5 0 % 6. 0 8 ' @ 1 . 5 0 % 6.1 8 ' @ 1 . 5 0 % 5.71' @ 1 . 5 0 % 4.77' @ 1.50% 5.28' @ 0.39% 2.66' @ 7.50% 1.65' @ 7.47% BOW EL 438.50 MATCH EXISTING 4.00 ' @ 2 . 5 9 % 6.4 3 ' @ 4 . 1 8 % 5.00' @1.66% 4. 9 9 ' @ 5 . 5 6 % STA 906+87.94 32.69' RT MATCH EXISTING STA 906+70.94 35.41' RT FL EL 437.34 STA 906+65.53 38.26' RT FL EL 437.25 STA 906+59.91 42.77' RT FL EL 437.09 STA 906+56.65 46.47' RT FL EL 436.99 STA 906+52.59 53.29' RT FL EL 437.22 STA 906+50.58 59.04' RT FL EL 437.31 FL EL 437.93 STA 906+41.25 79.37' RT FL, MATCH EXISTING MATCH EXISTING TOC EL 438.43 TOC EL 437.94 6. 7 1 ' @ 7 . 7 9 % 4. 9 2 ' @ 7 . 7 9 % 2.58' @ 7.80% STA 906+49.54 65.89' RT FL, PC EL 437.59 FL EL 437.66 BOW EL 437.98 BOW EL 437.60 TOC EL 437.81 TOC EL 437.53 TOC EL 437.31 TOC EL 437.22 TOC EL 437.49 TOC EL 437.59 BOW EL 437.68 BOW EL 437.58 LD, BR EL 437.40 LD, BR EL 437.31 LD, BR EL 437.35 LD, BR EL 437.42 5.35' @ 1.2 0 % 4.73' @ 0.94% 5.63' @ 7 . 5 0 %MATCH EXISTING MATCH EXISTING 3.31' @ 0.38% 1.97' @ 0.38% 3.42' @ 6.31% STA 906+82.63 32.73' RT FL EL 437.59 STA 906+84.63 32.68' RT FL, PT EL 437.60 TOC EL 438.09 BOW EL 438.17 BOW EL 437.97 BOW EL 437.55 5. 1 9 ' @ 1 . 5 0 % 5.07 ' @ 1 . 5 0 % 8 .4 6 '@ 6 .3 1 % 6 .0 4 '@ 1 .4 9 % 7.1 1'@ 4 .7 8 % 4.8 7'@ 2.0 5 % 1.72' @ 7.31% 3.79' @ 7.31% 3.04' @ 7.31% 6.78' @ 7.30% 6.02' @1.49% 7.83'@ 3.45% 5.80 ' @ 5 . 8 4 % 4 . 8 9 ' @ 1 . 9 3 % TOC EL 437.87 TOC EL 437.34 TOC EL 437.25 6.79' @ 4.00% 1.72' @ 4.00% 6.94' @ 4.04% 7.95'@ 2.89% 7.2 1'@ 2 .2 2 % 4.9 4'@ 2.0 2 % 8 .5 8 '@ 2 .0 7 % 3.4 7'@ 2.07 % 1.99'@ 0.38% 3.31' @ 0.38% . 5. 0 0 ' @ 1 . 5 0 % TOC EL 419.17 BOW EL 419.25 STA 919+33.85 OFF 36.01 RT SW EL 419.12 STA 919+25.41 32.50' RT FL EL 418.670 5.65' @ 8.50% 5.95' @ 0.00% STA 919+33.85 OFF 41.01 RT BOW EL 419.20 5. 0 0 ' @ 1 . 5 0 % LD EL 419.07 FL EL 419.07 BR EL 419.07 TOC EL 419.07BOW EL 419.07 5. 0 0 ' @ 1 . 5 0 % 6. 0 0 ' @ 1 . 7 5 % 3.00' @ 0.00% 5.00' @ 0.00% 2.50' @ 0.00% 2.69' @ 4.13% BR EL 419.07 STA 919+47.23 OFF 35.48 RT SW EL 418.96 6. 0 0 ' @ 1 . 7 5 % 5.00' @ 0.00% 3.16' @ 0.95% 6.68' @ 1.94% STA 919+39.19 OFF 36.18 RT SW EL 418.99 FL EL 418.59 TOC EL 419.09 3.50' @ 7.50% 5. 0 0 ' @ 4 . 3 2 % STA 919+49.69 36.57' RT SW EL 418.85 TOC EL 418.85 STA 919+55.89 45.26' RT MATCH EXISTING CURB STA 919+42.23 35.30' RT FL EL 418.96 6.68' @ 1.95% 4. 2 0 ' 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 DIVISIONRECORD DRAWINGS 02/22/2021 GR5 31 DUVALL AVENUE NE RAMP LANDING SIDEWALK CROSSWALK DRIVEWAY MAXIMUM EXTENT FEASIBLE ADA ELEMENT: R L CW D ME SW R L SW RAMP DETAIL SCALE IN FEET 0 3 6 DUVALL AVENUE NE R SW SW DUVALL AVE NE/NE 10TH ST NE CORNER DUVALL AVE NE/NE 12TH ST SE CORNER NE 1 0 T H S T NE 1 2 T H S T R L SW SW ME R R R R R=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. 1 1 4 4 3 3 5 4 3 RL 2 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 2 CURB RAMP REVISED DVS 10/14/22 10/17/2022 SW DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 1 1 5.0 0 ' @ 1 . 5 0 % 5.0 0 ' @ 1 . 5 0 % 5. 0 0 ' @ 1 . 5 0 % 5. 0 0 ' @ 1 . 5 0 % 5. 0 0 ' @ 1 . 5 0 % 5. 0 0 ' @ 1 . 5 0 % 5 . 4 1 ' @ 1 . 5 0 % 5. 0 0 ' @ 2 . 8 0 % 1 3 . 8 2 ' @ 6 . 0 8 % STA 920+15.40 32.50' LT FL EL 416.91STA 920+10.40 32.50' LT FL EL 416.98 FL EL 417.17 TOC EL 417.67 TOC EL 418.09 STA 919+77.03 39.22' LT FL EL 417.96 STA 919+82.22 35.48' LT FL EL 417.88 9.00' @ 7.61% 6.29' @ 1.19% 10.76' @ 3.01% 5.00' @ 1.50% 9.00' @ 7.61% BOW EL 417.74 TOC EL 417.74 BOW EL 418.16 TOC EL 418.16 STA 919+69.17 58.97' LT FL, PC EL 418.41 TOC EL 418.91 BOW EL 418.98 LD, BR EL 418.04 TOC EL 418.54 LD, BR EL 417.96 TOC EL 418.46 LD, BR EL 417.06 TOC EL 417.56 LD, BR EL 416.98 TOC EL 417.48 TOC EL 416.91 TOC EL 416.98 5.00' @ 1.50% TOC EL 417.96 TOC EL 417.88 TOC EL 417.99 5. 0 0 ' @ 1 . 5 0 % 0.93' @ 5.38% BOW EL 418.07 2.45'@ 3.92% 6 . 1 3 ' @ 1. 88% 5. 0 0 ' @ 0 . 3 0 % 7 . 7 0 ' @ 1. 4 3% 5.00' @ 1.50% 3.00' @ 3.90% STA 919+69.47 63.96' LT FL, MATCH EXISTING MATCH EXISTING MATCH EXISTING STA 919+69.93 51.18' LT FL EL 418.30 TOC EL 418.80 BOW EL 418.87 TOC EL 418.87 5.00' @ 1 . 4 0 % 6.02' @ 3.40% STA 919+91.70 32.52' LT FL EL 417.49 STA 919+89.47 32.90' LT FL EL 417.59 5.00' @ 1.50% END SEE SHEET E8 FOR DETAIL 3.12'@ 3.08% 10.73' @ 3.02% 4.95' @ 5.38% 11.14' @ 1.50% 4. 9 5 ' @ 0 . 4 9 % STA 920+30.97 41.50' LT BOW EL 417.13 STA 920+19.83 41.50' LT BOW EL 417.30 13.82' @ 6.08% 7.57'@2.71% 6.29' @ 1.19% STA 920+22.90, 32.50'LT FL EL 416.76 TOC EL 417.26 TOC EL 417.03 STA 920+21.90 36.50' LT SW EL 417.22 TOC EL 417.22 STA 920+28.90 36.50' LT SW EL 417.08 STA 920+32.40 33.00' LT TOC EL 417.07 STA 920+34.47 38.00' LT SW EL 417.11 7.00' @ 2.00% 4 . 9 5 ' @ 0 . 2 0 % NE 1 2 T H S T 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 DIVISIONRECORD DRAWINGS 02/22/2021 GR6 32 DUVALL AVENUE NE RRL SW SW SW R R LR=25' SW RAMP LANDING SIDEWALK CROSSWALK DRIVEWAY MAXIMUM EXTENT FEASIBLE ADA ELEMENT: R L CW D ME SW 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 1 4 4 1 3 3 3 PLAN AND GRADING NE 12TH ST NW CORNER SHEET 6 OF 6 2 2 2 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 1 SIDEWALK REVISED DVS 06/16/2022 06/16/2022 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 1 STA 0+34.8STA 0+65.0 MATCH EXISTING 0+000+70 DWY STA 0+00.00 52 + 0 0 = D STA 52+04.3 5.5' @ 1.5% 12 . 8 ' @ 1 . 0 % 5.5' @ 1.5% 5.5' @ 1.5%7. 0 ' @ 5 . 3 % 7. 0 ' @ 5 . 3 % FL EL 399.61' FL EL 399.70' FL EL 399.74' TOC EL 400.24' BR EL 399.86' BR EL 399.78' BR EL 399.87' BR EL 399.95' BOW EL 400.32' FL EL 399.58' TOC EL 400.08' BOW EL 400.17' 5.5' @ 1.5% 6. 0 ' @ 5 . 1 % 6. 0 ' @ 5 . 1 % STA 0+40.3 D STA 52+18.4, 65.0'LT D STA 51+91.5, 65.0'LT D STA 51+83.4, 51.0'LT PC D STA 51+87.5, 51.0'LT PT D STA 51+91.5, 47.0'LT R = 4' 12 . 8 ' @ 0 . 3 % C STA 52+26.0, 34.4'LT MATCH EXISTING STA 0+32.5 STA 0+38.0 STA 0+46.0 MATCH EXISTING 91 7 + 0 0 = C STA 916+85.4 0+00 0+55 DWY STA 0+00.00 6. 0 ' @ 3 . 4 % 6. 0 ' @ 3 . 3 % 5.0' @ 1.5% 5.0' @ 1.6% 5.0' @ 1.5% 10 . 0 ' @ 5 . 5 % 10 . 0 ' @ 5 . 5 % TOC EL 424.05' TOC EL 424.65' BOW EL 424.12' BR EL 424.18' BR EL 423.93' BR EL 423.84' BR EL 424.10' BOW EL 424.72'FL EL 424.15' FL EL 423.93' FL EL 423.68' FL EL 423.55' C STA 916+90.5, 46.0'RT C STA 916+80.0, 46.0'RT 6. 0 ' @ 1 . 9 % 6. 0 ' @ 2 . 0 % 5.0' @ 1.5% C STA 916+91.2, 40.2'RT C STA 916+79.6, 40.1'RT C STA 916+94.9, 38.0'RT C STA 916+75.9, 38.0'RT 396' 397' 398' 399' 400' 401' 402' 396' 397' 398' 399' 400' 401' 402' 0+000+100+200+300+400+500+600+70 1.50%-3.00% -3.00% -15. 2 9 % PVI STA 0+22.31 EL=400.00 PVI STA 0+40.31 EL=399.76 PVI STA 0+34.31 EL=399.64 PVI STA 0+65.01 EL=396.42 12' VC PVI STA 0+46.75 EL=399.22' K=1.75 BV C S T A 0 + 4 0 . 8 1 EL = 3 9 9 . 7 2 EV C S T A 0 + 5 2 . 6 9 EL = 3 9 8 . 3 1 39 9 . 9 2 39 9 . 7 7 39 9 . 7 39 9 . 6 8 39 9 . 3 39 9 . 7 6 39 8 . 8 39 9 . 3 1 39 8 . 3 39 8 . 7 0 39 7 . 8 39 7 . 9 5 39 7 . 3 39 7 . 1 9 39 6 . 9 39 6 . 4 3 39 6 . 4 -8.8% 421' 422' 423' 424' 425' 426' 427' 421' 422' 423' 424' 425' 426' 427' 0+00 0+10 0+20 0+30 0+40 0+50 0+55 1.50%-2.00% PVI STA 0+00.00 EL=424.48 PVI STA 0+32.50 EL=423.81 PVI STA 0+31.50 EL=423.85 8' VC PVI STA 0+42.00 EL=424.11' K=0.54 BV C S T A 0 + 3 8 . 0 0 EL = 4 2 4 . 0 5 EV C S T A 0 + 4 6 . 0 0 EL = 4 2 4 . 7 7 42 4 . 3 8 42 4 . 5 42 4 . 2 8 42 4 . 4 42 4 . 1 8 42 4 . 3 42 4 . 0 8 42 4 . 1 42 3 . 9 8 42 4 . 0 42 3 . 8 8 42 3 . 9 42 4 . 0 0 42 4 . 1 42 4 . 1 1 42 4 . 6 42 4 . 6 1 42 4 . 8 42 5 . 5 19.7 % PRIVATE DRIVEWAY PLAN SCALE IN FEET 0 5 10 VERT: HORIZ: 1"=1' 1"=5' PRIVATE DRIVEWAY PROFILE DU V A L L A V E N U E N E DU V A L L A V E N U E N E NUMBER 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 VERT: HORIZ: 1"=1' 1"=5' DRIVEWAY AT 4TH PROFILE PROPOSED GRADE AT DWY CENTER LINE (TYP) EXISTING GRADE AT DWY CENTER LINE (TYP) C- L I N E D- L I N E EXISTING GRADE AT DWY CENTER LINE (TYP) PROPOSED GRADE AT DWY CENTER LINE (TYP) SW R 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 R SW CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE TYPE R1 PER COR STD PLAN 104.1. DRIVEWAY NOTE: R SW SEE SHEET RD10, DETAIL 4, FOR CROSS SECTION SW R R SW SEE SHEET RD10, DETAIL 4, FOR CROSS SECTION DRIVEWAY PLANS AND PROFILES SHEET 1 OF 4 MEK MATCH EXISTING DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 420' 421' 422' 423' 424' 425' 426' 420' 421' 422' 423' 424' 425' 426' 0+000+100+200+300+400+500+600+65 -2.00%9.03 % PVI STA 0+00.00 EL=422.11 PVI STA 0+32.50 EL=421.44 STA 0+38.00 MATCH EXISTING 42 2 . 0 1 42 2 . 1 42 1 . 9 1 42 2 . 0 42 1 . 8 1 42 1 . 9 42 1 . 7 1 42 1 . 8 42 1 . 6 1 42 1 . 8 42 1 . 5 1 42 1 . 6 42 1 . 7 8 42 1 . 5 42 2 . 3 42 2 . 9 42 3 . 0 42 3 . 1 42 3 . 2 17 . 2 % 419' 420' 421' 422' 423' 424' 425' 419' 420' 421' 422' 423' 424' 425' 0+000+100+200+300+400+500+600+700+80 -2.00%6.79% PVI STA 0+00.00 EL=420.19PVI STA 0+32.50 EL=419.52 PVI STA 0+38.00 MATCH EXISTING 42 0 . 0 9 42 0 . 2 41 9 . 9 9 42 0 . 1 41 9 . 8 9 42 0 . 0 41 9 . 7 9 41 9 . 9 41 9 . 6 9 41 9 . 7 41 9 . 5 9 41 9 . 5 41 9 . 8 3 41 9 . 6 42 0 . 2 42 0 . 7 42 1 . 2 42 1 . 8 42 2 . 2 42 2 . 5 42 2 . 7 42 3 . 0 9.2 % 91 9 + 0 0 0+000+80 DWY STA 0+00.00 FL EL 419.11' FL EL 419.21' FL EL 419.83' TOC EL 419.61' TOC EL 419.38' TOC EL 420.00' = C STA 918+85.7 STA 0+38.0 STA 0+32.5 C STA 919+00.2, 38.0'LT MATCH EXISTING C STA 918+71.2, 38.0'LT MATCH EXISTING 91 8 + 0 0 0+00 DWY STA 0+00.00 FL EL 421.14' FL EL 421.24' FL EL 421.63' FL EL 421.74' TOC EL 422.24' TOC EL 421.64' TOC EL 421.41' TOC EL 421.80' = C STA 917+96.2 STA 0+38.0 STA 0+32.5 C STA 917+87.2, 38.0'LT MATCH EXISTING C STA 918+05.2, 38.0'LT MATCH EXISTING CHURCH DRIVEWAY S PLAN SCALE IN FEET 0 5 10 VERT: HORIZ: 1"=1' 1"=5' CHURCH DRIVEWAY S PROFILE DU V A L L A V E N U E N E DU V A L L A V E N U E N E NUMBER 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 DIVISIONRECORD DRAWINGS 02/22/2021 DW2 34 CJD CJD CHURCH DRIVEWAY N PLAN SCALE IN FEET 0 5 10 VERT: HORIZ: 1"=1' 1"=5' CHURCH DRIVEWAY N PROFILE 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- L I N E C- L I N E 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 R SW 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 1 FWD NO 19 - SCHOOL FRONTAGE REVISIONS TLS 05/26/22 CURB TRANSITION LENGTH IS 6 LF CURB TRANSITION LENGTH IS 6 LF 1 CURB TRANSITION LENGTH IS 6 LF CURB TRANSITION LENGTH IS 6 LF 1 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STA 0+32.5 STA 0+58.5 = C STA 923+51.0 0+000+70 DWY STA 0+00.00 BOW EL 409.97' BOW EL 410.98' BOW EL 410.43'TOC EL 410.35' TOC EL 409.69' BOW EL 409.77' FL EL 409.40' FL EL 409.52' FL EL 410.40' FL EL 410.19' TOC EL 409.90' TOC EL 410.90'10 . 0 ' @ 2 . 7 % 5.0' @ 1.6% 10 . 0 ' @ 5 . 5 % 5.0' @ 1.5% 5. 8 ' @ 3 . 6 % 5.0' @ 1.5% 5. 8 ' @ 3 . 6 % 5.0' @ 1.5% 15 . 3 ' @ 2 . 2 % STA 0+38.0 C STA 923+66.3, 58.5'LT MATCH EXISTING CURB C STA 923+35.8, 58.5'LT MATCH EXISTING CURB TOC EL 410.47' TOC EL 410.28' 15 . 3 ' @ 2 . 0 % TOC EL 410.93 TOC EL 411.48' 413' 414' 415' 416' 417' 418' 413' 414' 415' 416' 417' 418' 0+000+100+200+300+400+500+58 -2.00%1.50% 4.58%PVI STA 0+00.00 EL=415.01 PVI STA 0+32.50 EL=414.34 PVI STA 0+38.00 EL=414.58 8' VC PVI STA 0+45.50 EL=414.93' K=0.93 BV C S T A 0 + 4 1 . 5 0 EL = 4 1 4 . 7 4 EV C S T A 0 + 4 9 . 5 0 EL = 4 1 4 . 7 7 41 4 . 9 1 41 5 . 3 41 4 . 8 1 41 5 . 2 41 4 . 7 1 41 5 . 1 41 4 . 6 1 41 4 . 8 41 4 . 5 1 41 4 . 5 41 4 . 4 1 41 4 . 6 41 4 . 5 4 41 5 . 0 41 4 . 6 8 41 5 . 0 41 4 . 8 4 41 4 . 9 41 4 . 8 41 4 . 5 -2.0% 408' 409' 410' 411' 412' 413' 414' 408' 409' 410' 411' 412' 413' 414' 0+000+100+200+300+400+500+600+70 -2.00%1.50% 3.04%PVI STA 0+00.00 EL=410.53 PVI STA 0+32.54 EL=410.02 PVI STA 0+38.01 EL=410.10 13' VC PVI STA 0+52.01 EL=410.52' K=1.02 BV C S T A 0 + 4 5 . 5 0 EL = 4 1 0 . 3 2 EV C S T A 0 + 5 8 . 5 0 EL = 4 0 9 . 8 9 41 0 . 4 3 41 1 . 1 41 0 . 3 3 41 1 . 1 41 0 . 2 3 41 1 . 0 41 0 . 1 3 41 0 . 9 41 0 . 0 3 41 0 . 9 40 9 . 9 3 41 1 . 0 41 0 . 0 5 41 1 . 4 41 0 . 1 6 41 1 . 4 41 0 . 3 1 41 1 . 2 41 0 . 3 6 41 0 . 7 41 0 . 1 7 41 0 . 2 40 9 . 8 40 9 . 2 -9.8% FL EL 413.74' FL EL 413.87' TOC EL 414.24'BOW EL 414.32' EL 414.11' TOC EL 414.04' 5.0' @ 1.5% 6. 0 ' @ 3 . 4 % 5.0' @ 1.5%6. 0 ' @ 3 . 4 % 21 . 8 ' @ 2 . 2 % TOC EL 414.61' C STA 921+57.3, 49.5'LT MATCH EXISTING CURB PT C STA 921+63.9, 42.4'LT R = 7' TOC EL 414.82' STA 0+32.5 STA 0+49.5 = C STA 921+43.9 0+000+58 DWY STA 0+00.00 STA 0+38.0 21 . 8 ' @ 2 . 4 % 10 . 0 ' @ 4 . 8 % 5.0' @ 1.5% 10 . 0 ' @ 5 . 3 % 5.0' @ 2.5% FL EL 415.00' FL EL 414.81' BOW EL 415.10' TOC EL 414.97' TOC EL 415.50' BOW EL 415.58' C STA 921+13.5, 49.5'LT MATCH EXISTING CURB PT C STA 921+20.7, 41.7'LT TOC EL 415.51' TOC EL 416.08' R = 5.5' GROCERY BACK DRIVEWAY PLAN SCALE IN FEET 0 5 10 VERT: HORIZ: 1"=1' 1"=5' GROCERY BACK DRIVEWAY PROFILE DU V A L L A V E N U E N E DU V A L L A V E N U E N E NUMBER 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 VERT: HORIZ: 1"=1' 1"=5' GROCERY S DRIVEWAY PROFILE 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 R SW 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- L I N E C- L I N E CEMENT CONC. TRAFFIC CURB CEMENT CONC. TRAFFIC CURB DRIVEWAY PLANS AND PROFILES SHEET 3 OF 4 MEK DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STA 0+50.0 STA 0+32.5 = C STA 926+45.8 0+000+60 DWY STA 0+00.00 BOW EL 405.28' BOW EL 405.50' BOW EL 405.12' TOC EL 405.05' BOW EL 404.97' TOC EL 404.89' FL EL 404.92' FL EL 404.93' TOC EL 405.43' TOC EL 405.21' FL EL 404.73' FL EL 404.88' 5.0' @ 1.4% 6. 8 ' @ 4 . 7 % 5.0' @ 1.5%6. 8 ' @ 4 . 6 % 16 . 3 ' @ 0 . 5 % 6. 9 ' @ 5 . 6 % 5.0' @ 1.5%6. 9 ' @ 5 . 6 % 5.0' @ 1.5% STA 0+38.0 16 . 3 ' @ 0 . 4 % TOC EL 405.78' TOC EL 405.47' C STA 926+61.5, 50.0'LT MATCH EXISTING CURB AP C STA 926+62.1, 41.6'LT C STA 926+26.8, 50.0'LT MATCH EXISTING CURB TOC EL 405.62' TOC EL 406.00' 403' 404' 405' 406' 407' 408' 409' 403' 404' 405' 406' 407' 408' 409' 0+000+100+200+300+400+500+600+70 -2.00%1.50%4.75% PVI STA 0+00.00 EL=405.46 PVI STA 0+32.50 EL=404.79 PVI STA 0+38.00 EL=405.03 11' VC PVI STA 0+44.56 EL=405.34' K=1.00 BV C S T A 0 + 3 9 . 1 2 EL = 4 0 5 . 0 8 EV C S T A 0 + 5 0 . 0 0 EL = 4 0 5 . 0 1 40 5 . 3 6 40 5 . 6 40 5 . 2 6 40 5 . 6 40 5 . 1 6 40 5 . 5 40 5 . 0 6 40 5 . 3 40 4 . 9 6 40 5 . 0 40 4 . 8 6 40 5 . 2 40 4 . 9 9 40 5 . 4 40 5 . 1 2 40 5 . 4 40 5 . 1 9 40 5 . 2 40 5 . 0 1 40 5 . 0 40 4 . 8 40 4 . 7 -4.9% GROCERY DRIVEWAY N PLAN SCALE IN FEET 0 5 10 VERT: HORIZ: 1"=1' 1"=5' GROCERY DRIVEWAY N PROFILE DU V A L L A V E N U E N E NUMBER 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 DIVISIONRECORD DRAWINGS 02/22/2021 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- L I N E 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 R SW 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 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STOP BAR STOP BAR 12"(PP)12"(PP) E X 1 2 " C M P 891+00 892+00 893+00 894+00 CB#3 CB#5 EX CB#4 EX CB#1 CB#2 EX 1 8 " C O N C 410' 420' 430' 410' 420' 430' 891+00 892+00 893+00 894+00 42 2 . 8 9 42 3 . 4 9 42 4 . 0 8 42 4 . 6 2 42 5 . 1 4 42 5 . 6 3 42 6 . 0 6 42 6 . 4 2 42 6 . 7 6 42 7 . 0 8 42 7 . 3 7 CB#5 TYPE I STA 893+64.27 31.5' R RIM EL=426.08 IE=420.98 IN (12", N) IE=420.98 OUT (12", S) CB#3 TYPE I STA 893+12.45 31.5' R RIM EL=425.59 IE=422.94 IN (12", NE) IE=420.79 IN (12", N) IE=420.79 OUT (12", S) 59.1LF 12" (PP) S=0.0063 FT/FT 6'' VERTICAL SEPARATION CB#2 TYPE 1L STA 892+53.32 31.5' R RIM EL=424.77 IE=420.42 IN (12", N) IE=419.92 OUT (18", W) 50.9LF 12" (PP) S=0.0037 FT/FT 0. 5 ' ST A 8 9 3 + 5 6 . 0 2' ' C O N D U I T BO T T O M EL = 4 2 2 . 6 1 NOTE: 2.19' DIFFERENCE IN IE'S BETWEEN PIPE CONNECTING TO EX 12'' CMP PIPE AND PIPES CONNECTING FROM NORTH AND SOUTH 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD1 40 YM YM PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE MA T C H L I N E S T A 8 9 4 + 0 0 , S E E S H E E T S D 2 EXISTING GRADE AT C-LINE (TYP) EXISTING GRADE AT C-LINE (TYP) NE 7 T H P L DUVALL AVENUE NE NE 8 T H S T 12" CMP COUPLING IE=423.23' 5 1 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 1 LOWER STORM PIPE DVS 02/10/2022 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/23 DVS 1 894+00 895+00 896+00 897+00 898+00 CB#6 12"(PP) 80 + 0 0 80 + 6 5 12 " ( P P ) CB#38 CB#39 12"(PP) 420' 430' 440' 420' 430' 440' 894+00 895+00 896+00 897+00 898+00 898+50 42 7 . 9 5 42 7 . 9 9 42 8 . 2 4 42 8 . 2 4 42 8 . 4 4 42 8 . 4 4 42 8 . 6 4 42 8 . 6 4 42 9 . 3 4 42 8 . 8 5 42 9 . 5 5 42 9 . 0 6 42 9 . 7 5 42 9 . 2 2 42 9 . 9 6 42 9 . 3 8 43 0 . 1 6 42 9 . 5 9 43 0 . 3 7 42 9 . 8 3 43 0 . 5 8 43 0 . 0 6 43 0 . 7 8 43 0 . 2 5 43 0 . 9 9 43 0 . 4 0 43 1 . 1 9 43 0 . 6 3 43 1 . 4 0 43 0 . 8 5 43 1 . 6 0 43 1 . 1 0 43 1 . 3 4 43 1 . 3 5 CB#6 TYPE I STA 895+61.60 31.5' R RIM EL=428.69 IE=424.29 IN (12", N) IE=424.29 OUT (12", S) 194.3LF 12" (PP) S=0.0170FT/FT 55.3LF 12" (PP) S=0.0029 FT/FT CB#38 TYPE I STA 896+16.86 31.5' R RIM EL=429.65 IE=424.85 IN (12", W) IE=424.45 OUT (12", S) 420' 430' 420' 430' 80+00 80+70 42 9 . 5 9 43 0 . 3 0 42 9 . 4 2 CB#39 TYPE I STA 896+16.86 6.7' R RIM EL=430.41IE=425.96OUT (12", E)CB#38 TYPE I STA 896+16.86 31.5' R RIM EL=429.65 IE=424.85 IN (12", W) IE=424.45 OUT (12", S) 24.7LF 12" (PP) S=0.0450 FT/FT 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD2 41 YM YM PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE MA T C H L I N E S T A 8 9 8 + 5 0 , S E E S H E E T S D 3 MA T C H L I N E S T A 8 9 4 + 0 0 , S E E S H E E T S D 1 EXISTING 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)DUE TO CHANGE IN DOWNSTREAM IE LOWER STORM PIPE DVS 02/10/2022 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 08/31/2023 1 1 420' 430' 440' 420' 430' 440' 898+50 899+00 900+00 901+00 902+00 903+00 43 1 . 7 8 43 1 . 7 8 43 1 . 9 9 43 1 . 9 9 43 2 . 2 0 43 2 . 1 4 43 2 . 4 0 43 2 . 3 7 43 2 . 6 1 43 2 . 5 5 43 2 . 8 2 43 2 . 7 3 43 3 . 0 3 43 2 . 9 4 43 3 . 2 3 43 3 . 1 1 43 3 . 4 4 43 3 . 4 0 43 3 . 6 5 43 3 . 6 4 43 3 . 8 6 43 3 . 8 7 43 4 . 0 6 43 4 . 0 6 43 4 . 2 2 43 4 . 2 0 43 4 . 3 7 43 4 . 3 6 43 5 . 0 6 43 4 . 5 4 43 5 . 2 7 43 4 . 7 1 43 5 . 4 9 43 4 . 9 6 W EX SS 67.1LF 12'' (DI) S = 0.0051 FT/FT CB#9 48" TYPE II STA 902+20.68 30.9' R RIM EL=433.91 IE=430.61 IN (12", N) IE=429.66 IN (24", NE) IE=429.61 OUT (24", SW) 118.8LF 12" (PP) S=0.0066 FT/FT STA 900+87.80 IE = 428.90' EX WATER MAIN IE PER COR AS-BUILT SHEET W-3363 DATED 02/06/2019 50.8LF 12" (PP) S=0.0031 FT/FT SS EX CB#8 STA 900+91 31.9'L RIM EL = 432.53 IE = 430.23 IN (12'',SE) IE = 429.98 OUT (12'',NW) CB#7 TYPE 1 STA 900+68.78 31.5' R RIM EL = 433.03 IE = 430.58 IN (12'' PP, S) IE = 430.58 OUT (12'' PP, W) CB#7A TYPE 1 STA 900+17.96 32.5' R RIM EL = 432.99 IE = 430.74 IN (12'' PP, E) IE = 430.74 OUT (12'' PP, N) 67 . 1 L F 1 2 " ( D I ) S= 0 . 0 0 5 0 F T / F T 899+00 900+00 901+00 902+00 903+00 CB#7 EX CB#8 CB#9 12"(PP) EX 24" (CONC) EX 18" (PP) 40 + 0 0 41 + 0 0 41 + 4 7 EX 2 4 " (C O N C ) 12"(PP)12"(PP)12"(PP)12"(PP) EX 18" (PP)EX 18" (PP) CB#7CB#7CB#7CB#7CB#7CB#7 EX 24" (CONC) CB#7A S=0.058FT/FT S= 0 . 0 0 4 7 F T / F T 34.6 LF12''(PP) 34 . 2 L F 1 2 ' ' ( P P ) 12 '' (PP) CB#7B STA 900+17.33,66.7'R RIM EL = 433.35 IE = 430.90 IN (12'' PP, N) IE = 430.90 OUT (12'' PP, W) CB#7C STA 889+82.74,66.0'R RIM EL = 433.10 IE = 431.10 OUT (12'' PP, N) 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD3 42 YM YM MA T C H L I N E S T A 9 0 3 + 0 0 , S E E S H E E T S D 4 PLAN SCALE IN FEET 0 20 40 NE 9 T H S T DUVALL AVENUE NEMA T C H L I N E S T A 8 9 8 + 5 0 , S E E S H E E T S D 2 EXISTING 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 4 SD10 4 SD10 EX 24" CONC. CULVERT IE=430.14 PROPOSED GRADE AT C-LINE (TYP) PROPOSED GRADE AT C-LINE (TYP) FWD NO 3 REVISIONS TLS 01/26/2022 CO NO 7 - 12'' (PP) STORM PIPE AND CB's TLS 02/24/2022 6 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 08/31/2023 1 2 1 2 12" (PP)12" (PP) 1 2 " ( P P ) CB#18 STA 906+12.29 44.9' L RIM EL=436.89 12" (PP) IE=432.28 OUT (NE) 903+00 904+00 905+00 906+00 907+00 908+00 CB#17 TYPE I CB#12 TYPE I CB#13 CB#14 SEE SHEET SD4 CB#15 12"(PP)12"(PP) CB#10 5.2LF 12" (PP) S=0.0050 FT/FT EX CB#11 12" (P P ) CB#16 TYPE I 430' 440' 450' 430' 440' 450' 903+00 904+00 905+00 906+00 907+00 908+00 43 5 . 9 1 43 5 . 4 6 43 6 . 1 3 43 5 . 6 8 43 6 . 3 4 43 5 . 8 9 43 6 . 0 5 43 6 . 0 7 43 6 . 2 4 43 6 . 2 1 43 6 . 4 4 43 6 . 3 8 43 6 . 6 3 43 6 . 5 7 43 6 . 8 2 43 6 . 7 9 43 7 . 0 1 43 6 . 9 5 43 7 . 2 0 43 7 . 1 8 43 7 . 3 9 43 7 . 3 6 43 7 . 5 8 43 7 . 5 7 43 7 . 7 7 43 7 . 7 8 43 7 . 9 7 43 8 . 0 1 43 8 . 1 6 43 8 . 2 3 43 8 . 3 6 43 8 . 4 6 43 8 . 5 4 43 8 . 6 1 43 8 . 6 8 43 8 . 7 6 43 8 . 7 9 43 8 . 9 1 120.0LF 12" (PP) S=0.0050 FT/FT 149.0LF 12" (PP) S=0.0053 FT/FT 28.7LF 12" (PP) S=0.0038 FT/FT CB#10 TYPE I STA 903+39.43 31.5' R RIM EL=434.95 IE=431.4 IN (12", N) IE=431.4 OUT (12", S) CB#14 TYPE I STA 906+08.43 34.3' R RIM EL=436.75 IE=432.79 IN (12", NE) IE=432.79 OUT (12", S) CB#15 TYPE I STA 906+22.55 59.4' R RIM EL=437.50IE=432.90 OUT (12", SW) CB#13 TYPE I STA 904+59.43 31.5' R RIM EL=435.85 IE=432.0 IN (12", N) IE=432.0 OUT (12", S) MA T C H L I N E S T A 9 0 8 + 0 0 , S E E S H E E T S D 5 PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE NE 1 0 T H S T 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD4 43 YM YM MA T C H L I N E S T A 9 0 3 + 0 0 , S E E S H E E T S D 3 1 1 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 STORM WATER REVISION DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS TLS 26/20221 1 12" (PP)12" (PP) 1 2 " ( P P ) CB#18 STA 906+12.29 44.9' L RIM EL=436.89 12" (PP) IE=432.28 OUT (NE) 903+00 904+00 905+00 906+00 907+00 908+00 CB#17 TYPE I CB#12 TYPE I CB#13 CB#14 SEE SHEET SD4 CB#15 12"(PP)12"(PP) CB#10 5.2LF 12" (PP) S=0.0050 FT/FT EX CB#11 12" (P P ) CB#16 TYPE I 430' 440' 450' 430' 440' 450' 903+00 904+00 905+00 906+00 907+00 908+00 43 5 . 9 1 43 5 . 4 6 43 6 . 1 3 43 5 . 6 8 43 6 . 3 4 43 5 . 8 9 43 6 . 0 5 43 6 . 0 7 43 6 . 2 4 43 6 . 2 1 43 6 . 4 4 43 6 . 3 8 43 6 . 6 3 43 6 . 5 7 43 6 . 8 2 43 6 . 7 9 43 7 . 0 1 43 6 . 9 5 43 7 . 2 0 43 7 . 1 8 43 7 . 3 9 43 7 . 3 6 43 7 . 5 8 43 7 . 5 7 43 7 . 7 7 43 7 . 7 8 43 7 . 9 7 43 8 . 0 1 43 8 . 1 6 43 8 . 2 3 43 8 . 3 6 43 8 . 4 6 43 8 . 5 4 43 8 . 6 1 43 8 . 6 8 43 8 . 7 6 43 8 . 7 9 43 8 . 9 1 135.9LF 12" (PP) S=0.0050 FT/FT 135.0LF 12" (PP) S=0.0050 FT/FT 22.9LF 12" (PP) S=0.0035 FT/FT EX CB#11 STA 903+24.81 31.0' L RIM EL=434.70 IE=430.79 IN (12", N) IE=430.29 OUT (18", S) CB#12 TYPE I STA 904+60.67 31.5' L RIM EL=435.69 IE=431.49 IN (12", N) IE=431.49 OUT (12", S) CB#16 TYPE I STA 905+95.67 31.5' L RIM EL=436.88 IE=432.18 IN (12", NW) IE=432.19 OUT (12", S) CB#17 TYPE I STA 906+16.20 41.6' L RIM EL=437.06 IE=432.26 IN (12", SW) IE=432.26 OUT (12", SE) 6"W MA T C H L I N E S T A 9 0 8 + 0 0 , S E E S H E E T S D 5 PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE DUVALL AVENUE NE NE 1 0 T H S T 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD4A 44 YM YM MA T C H L I N E S T A 9 0 3 + 0 0 , S E E S H E E T S D 3 SEE 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) DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STORM WATER REVISION TLS 26/20221 1 908+00 909+00 910+00 911+00 912+00 913+00 12"(PP) CB#19 CB#20 908+00 909+00 910+00 911+00 912+00 913+00 EX CB#21 STA 912+85.59, 31.8'R RIM EL=431.90 12" (CONC) IE=429.10 IN (S) 8" (CONC) IE=429.55 IN (E) 12" (PP) IE=428.95 OUT (N) STA 910+38.1, 35.0'L 4'x4' OFFLINE TBBU STA 912+36.2, 34.9'L 4'x4' OFFLINE TBBU 430' 440' 450' 430' 440' 450' 908+00 909+00 910+00 911+00 912+00 913+00 43 8 . 8 8 43 9 . 0 7 43 8 . 8 7 43 9 . 0 7 43 8 . 8 1 43 9 . 0 4 43 8 . 7 2 43 8 . 9 7 43 9 . 1 0 43 8 . 8 4 43 8 . 9 3 43 8 . 6 7 43 8 . 7 2 43 8 . 4 3 43 8 . 4 8 43 8 . 1 7 43 8 . 1 9 43 7 . 8 8 43 7 . 8 7 43 7 . 5 2 43 7 . 5 1 43 7 . 1 2 43 7 . 1 3 43 6 . 7 1 43 6 . 6 4 43 6 . 2 5 43 6 . 1 2 43 5 . 7 5 43 5 . 5 9 43 5 . 2 4 43 5 . 0 5 43 4 . 7 1 43 4 . 5 0 43 4 . 1 7 43 3 . 9 4 43 3 . 6 6 43 3 . 3 8 43 3 . 1 3 4'X4' OFFLINE TBBU STA 910+38.1, 35.0'LT RIM EL=437.08 IE=433.58 OUT (4", N) 4'X4' OFFLINE TBBU STA 912+36.2, 34.9'LT RIM EL=433.32 IE=429.82 OUT (4", N) CB#20 TYPE I STA 912+41.83 31.4' L RIM EL=432.67 IE=428.27 IN (12",S) IE=428.82 IN (4",W) IE=428.18 OUT (12",N) 198.1LF 12" (PP) S=0.0174 FT/FT CB#19 TYPE I STA 910+44 31.2' L RIM EL=436.41 IE=432.21 IN (4", W) IE=431.71 OUT (12", N) MA T C H L I N E S T A 9 0 8 + 0 0 , S E E S H E E T S D 4 MA T C H L I N E S T A 9 1 3 + 0 0 , S E E S H E E T S D 6 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 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD5 43 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 1 SD11 1 SD11 AF DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STORM WATER REVISION TLS 26/20221 1 12"(PP)12"(PP)12"(PP) 155.9LF 12" (PP) S=0.0250 FT/FT 63 . 0 L F 1 2 " ( P P ) S= 0 . 0 0 7 8 F T / F T 12"(PP) 63 . 0 L F 1 2 " ( P P ) S= 0 . 0 0 5 0 F T / F T CB#23 CB#22 TYPE I STA 914+41.50 31.5' R RIM EL=428.74 12" (PP) IE=425.05 IN (S) 4" (PVC) IE=425.70 IN (E) 12" (PP) IE=424.40 OUT (W) 913+00 914+00 915+00 916+00 917+00 918+00 CB#24 CB#25 TYPE I STA 916+41.63, 31.5'R RIM EL=424.73 4" (PVC) IE=421.80 IN (E) 12" (PP) IE=420.72 OUT (W) 50 + 0 0 51 + 0 0 51 + 4 3 60 + 0 0 61 + 0 0 61 + 4 3 CB#40 4.8LF 12" (PP) S=0.0800 FT/FT STA 914+35.0, 35.0'R 4'x4' OFFLINE TBBU RIM EL=429.42 IE=425.92 OUT (4", N) STA 914+35.9, 35.0'L 4'x4' OFFLINE TBBU STA 916+35.0, 35.0'L 4'x4' OFFLINE TBBU STA 916+35.0, 35.0'R 4'x4' OFFLINE TBBU RIM EL=425.42 IE=421.92 OUT (4", N) 410' 420' 430' 410' 420' 430' 913+00 914+00 915+00 916+00 917+00 918+00 43 2 . 2 2 43 2 . 0 4 43 1 . 6 9 43 1 . 5 2 43 1 . 2 1 43 1 . 0 0 43 0 . 7 3 43 0 . 4 8 43 0 . 2 4 42 9 . 9 8 42 9 . 7 6 42 9 . 4 7 42 9 . 2 8 42 8 . 9 4 42 8 . 7 9 42 8 . 4 2 42 8 . 3 0 42 7 . 8 9 42 7 . 8 1 42 7 . 3 5 42 7 . 3 0 42 6 . 8 4 42 6 . 2 9 42 6 . 3 6 42 5 . 7 7 42 5 . 8 7 42 5 . 3 6 42 4 . 7 0 42 4 . 8 4 42 4 . 1 7 42 4 . 3 1 42 3 . 6 3 42 3 . 7 7 42 3 . 1 0 42 3 . 1 8 42 2 . 5 6 42 2 . 6 1 4'X4' OFFLINE TBBU STA 914+35.9, 35.0' LT RIM EL=429.09 IE=425.59 OUT (4", N) 4'X4' OFFLINE TBBU STA 916+35.0, 35.0'LT RIM EL=425.42 IE=421.92 OUT (4", N) CB#23 TYPE I STA 914+41.50 31.5' L RIM EL=428.41 IE=424.01 IN (12", S) IE=423.91 IN (12", E) IE=424.71 IN (4", W) IE=424.71 OUT (12", N) CB#24 TYPE I STA 916+40.63 31.5' L RIM EL=424.75 IE=420.75 IN (4", W) IE=420.20 IN (12", S) IE=420.20 IN (12", E) IE=420.20 OUT (12", N) CB#40 TYPE I STA 917+24.66 31.5' L RIM EL=423.00 IE=419.65 IN (12", W) IE=418.50 IN (12", S) IE=418.45 OUT (12", N) 199.6LF 12" (PP) S=0.0208 FT/FT 199.1LF 12" (PP) S=0.0196 FT/FT 84.0LF 12" (PP) S=0.0202 FT/FT 115.2LF 12" (PP) S=0.0215 FT/FT MA T C H L I N E S T A 9 1 8 + 0 0 , S E E S H E E T S D 7 MA T C H L I N E S T A 9 1 3 + 0 0 , S E E S H E E T S D 5 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) 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD6 44 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 200.00 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 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 1 SD11 1 SD11 1 SD11 1 SD11 AF 6 SD10 6 SD10 5 SD10 5 SD10 7 12" (PP) CULVERT IE=421.37' 7 2 SD10 1 FWD NO 18 - CHANGE CB #40 TO A CB TYPE 1 STRUCTURE TLS 05/24/2022 2 FWD NO 19 - SCHOOL FRONTAGE REVISIONS TLS 05/26/2022 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 08/31/2023 3 STORM WATER REVISION TLS 05/26/2022 3 2 1 12"(PP) 63 . 0 L F 1 2 " ( P P ) S= 0 . 0 1 3 0 F T / F T 12"(PP) CB#28 CB#29 CB#27 918+00 919+00 920+00 921+00 922+00 923+00 CB#26 TYPE I STA 918+41.63, 31.5'R RIM EL=420.45 12" (PP) IE=417.53 IN (E) 12" (PP) IE=416.44 OUT (W) 12"(PP) 20.8LF 12" (PP) S=0.0962 FT/FT CB#37 TYPE I STA 919+47.88, 32.1'R RIM EL=418.37 12" (PP) IE=416.57 OUT (N) EXST CB#38 TYPE I STA 919+68.46 29.2' R RIM EL=418.47 12" (PP) IE=414.57 IN (S) EXST 12" (CMP) IE=413.47 IN (E) EXST 18" (CMP) IE=413.27 OUT (N) 70 + 0 0 71 + 0 0 71 + 4 3 CB#41 5LF 4" (PVC) AND CAP S=0.0500 FT/FT 6LF 4" (PVC) S=0.0800 FT/FT EXST 14" EX S T 1 2 " 12"(PP) STA 918+35.0, 35.0'R 4'x4' OFFLINE TBBU RIM EL=421.15 IE=417.65 OUT (4", N) STA 920+25.4, 35.0'L 4'x4' OFFLINE TBBU STA 918+34.3, 35.0'L 4'x4' OFFLINE TBBU STA 918+03.7, 38.5'LT 4"-45° VERT BND (PVC) IE=421.10 STA 919+00.9, 38.5'LT 4"-45° VERT BND (PVC) IE=418.84 STA 921+92.9, 40.0'L 4'x4' OFFLINE TBBU CB#41A 410' 420' 430' 410' 420' 430' 918+00 919+00 920+00 921+00 922+00 923+00 SS 42 1 . 4 9 42 1 . 5 7 42 0 . 9 6 42 1 . 0 4 42 0 . 4 2 42 0 . 5 0 41 9 . 8 9 41 9 . 9 5 41 9 . 3 5 41 9 . 4 2 41 8 . 8 6 41 9 . 0 3 41 8 . 3 7 41 8 . 6 1 41 7 . 8 8 41 8 . 1 8 41 7 . 3 9 41 7 . 7 9 41 6 . 9 0 41 7 . 3 7 41 6 . 4 1 41 6 . 7 5 41 5 . 9 1 41 6 . 2 0 41 5 . 4 2 41 5 . 7 0 41 4 . 8 8 41 5 . 2 1 41 4 . 3 4 41 4 . 6 6 41 3 . 8 0 41 4 . 1 1 41 3 . 2 6 41 3 . 5 7 41 2 . 7 2 41 3 . 0 3 41 2 . 1 7 41 2 . 5 8 4'X4' OFFLINE TBBU STA 921+92.9, 40.0' LT RIM EL=413.89 IE=410.39 OUT (4", N) 4'X4' OFFLINE TBBU STA 918+34.3, 35.0' LT RIM EL=421.17 IE=417.67 OUT (4", N) 4'X4' OFFLINE TBBU STA 920+25.4, 35.0' LT RIM EL=417.16 (LOWER NE CORNER,LID SHALL FOLLOW TBC SIDEWALK SLOPE) IE=413.66 OUT (4", N) EX 8"SS ENCASE IN CDF CB#29 TYPE I STA 921+98 31.5' L RIM EL=413.17 IE=408.13 IN (12", S) IE=409.13 IN (4", W) IE=408.13 OUT (12", N) CB#28 TYPE IL STA 920+31.18 31.5' L RIM EL=416.66 IE=411.46 IN (12", S) IE=412.36 IN (4", W) IE=411.36 OUT (12", N) CB#27 TYPE I STA 918+39.84 31.5' L RIM EL=420.49 IE=415.95 IN (12", S) IE=416.60 IN (12", E) IE=415.95 IN (4", W) IE=417.61 IN (4", W) IE=415.95 OUT (12", N)199.0LF 12" (PP) S=0.0192 FT/FT 166.7LF 12" (PP) S=0.0194 FT/FT 87.3LF 12" (PP) S=0.0121 FT/FT CB#41 TYPE I STA 919+27.12 31.5' L RIM EL=418.69 IE=414.89 IN (12", S) IE=415.50 IN (4", W) IE=414.89 OUT (12", N) GTG CB#41A TYPE IL STA 919+57,12 31.5' L SOLID LID RIM EL=418.09IE=413.32 OUT (12", N) IE=413.95 IN (12", S) 74 LF 12''PP S = 0.032 8 F T / F T MA T C H L I N E S T A 9 1 8 + 0 0 , S E E S H E E T S D 6 MA T C H L I N E S T A 9 2 3 + 0 0 , S E E S H E E T S D 8 PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE EXISTING GRADE AT C-LINE (TYP) DUVALL AVENUE NE NE 1 2 T H S T 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD7 45 YM YM 1 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 1 SD11 1 SD11 1 SD12 1 SD12 AF 7 SD10 7 SD10 7 7 2 SD10 2 SD10 1 FWD NO 18 - CHANGE CB #40 TO A CB TYPE 1 STRUCTURE (STORM WATER REVISION)TLS 05/24/2022 2 FWD NO 19 - SCHOOL FRONTAGE REVISIONS TLS 05/26/2022 3 3 TREE BOX BIOFILTRATION UNIT RELOCATION DVS 06/17/2022 3 TOP OF 4'' GAS @ 921+82..8 31.5 L ELEVATION 408.06TOP OF 8'' WATER @ 920+87.18 31.5 L ELEVATION 412.44 TOP OF 1'' WATER SERVICE @ 920+33.88 31.5 L ELEVATION 414.43 STA 920.05, 40.65 LT 6'' POWER @415.00 POWER CONDUIT, 41.25' LT 4'' POWER @ELEVATION 414.85 TOP OF 4'' GAS @ 918+39.84 11.5 L ELEVATION 414.24 IE = 415.78 12''PP TOP OF 2'' GAS @ 919+46.62 31.5 L ELEVATION 414.15 TOP OF 2'' POWER @ 920+17.18 31.5L ELEVATION 415.18 30.7 LF 12''(PP) S=0.0338 FT.FT TOP OF 4'' GAS @ 921+82.8 31.5 L ELEVATION 408.06 TOP OF 8'' WATER @ 920+87.18 31.5 L ELEVATION 412.44 BOTTOM PIPE EST 411.58 1TOP OF 1'' WATER SERVICE @ 920+33.88 31.5 L ELEVATION 414.43 2 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 08/31/2023 FIBER DUCT BANK STA 919+44 TOP EL = 414.44 DUCT BANK BOTTOM EL = 413.70 SEWER STA 919+55, TOP EL = 413.27 2" GAS, STA 919+46.62, 31.5' LT EL = 414.15 2 - 4 INCH PVC PHONE EL = 414.16 REMOVE EXIST CDF TO CURB AND SIDEWALK SUBGRADE AS NEEDED FOR STORM INSTALL TOP OF 6" WATER STA 920+05.88, 31.5' LT EL 414.39 BOTTOM OF PIPE EST EL 413.72 TOP OF 2'' POWER STA 920+17.18, 31.5 L EL 415.18 923+00 924+00 925+00 926+00 927+00 928+00 24"(PP) 12"(PP) CB#30 923+00 924+00 925+00 926+00 927+00 928+00 EX MH#33 EX CB#34 18"(PP) CB#32 CB#31 STA 925+59.6, 40.0'L 4'x4' OFFLINE TBBU STA 926+78.0, 40.1'L 4'x4' OFFLINE TBBU STA 923+92.0, 40.0'L 4'x4' OFFLINE TBBU 390' 400' 410' 390' 400' 410' 923+00 924+00 925+00 926+00 927+00 928+00 41 1 . 0 9 41 1 . 5 9 41 0 . 5 5 41 1 . 0 8 41 0 . 0 1 41 0 . 5 8 40 9 . 4 7 41 0 . 1 1 40 8 . 9 2 40 9 . 6 3 40 8 . 3 8 40 9 . 1 0 40 7 . 8 4 40 8 . 5 1 40 7 . 3 0 40 7 . 9 3 40 6 . 8 2 40 7 . 4 1 40 6 . 4 1 40 6 . 9 6 40 6 . 0 7 40 6 . 5 4 40 5 . 7 9 40 6 . 1 9 40 5 . 5 8 40 5 . 8 0 40 5 . 4 4 40 5 . 5 2 40 5 . 3 7 40 5 . 3 8 40 5 . 3 7 40 5 . 3 8 40 5 . 4 3 40 5 . 4 6 40 5 . 5 7 40 5 . 6 1 40 5 . 7 7 40 5 . 7 5 4'X4' OFFLINE TBBU STA 925+59.6, 40.0' LT RIM EL=406.20 IE=402.70 OUT (4", N) 4'X4' OFFLINE TBBU STA 926+78.0, 40.1' LT RIM EL=405.25 IE=401.75 OUT (4", N) 4'X4' OFFLINE TBBU STA 923+92.0, 40.0' LT RIM EL=409.59` IE=406.09 OUT (4", N) CB#30 TYPE I STA 923+96.89 31.5' L RIM EL=408.91 IE=404.31 IN (12", S) IE=405.21 IN (4", W) IE=404.31 OUT (12", N) 169.7LF 12" (PP) S=0.0160 FT/FT EX MH#33 72" TYPE II STA 926+96.32 33.0' L RIM EL=405.10 IE=399.95 IN (24", S) IE=400.05 IN (24", N) EX CB#34 TYPE I STA 927+54 32.0' L RIM EL=404.88 IE=400.73 IN (24", N) IE IN (12", E) UNKOWN IE=400.63 OUT (24", S) 57.5LF 24" (PP) S=0.0100 FT/FT 7.8LF 24" (PP) S=0.0050 FT/FT CB#32 TYPE II STA 926+88.83 31.0' L RIM EL=404.40 IE=400.00 IN (12", S) IE=400.70 IN (4", W) IE=400.00 OUT (24", N) CB#31 TYPE 1L STA 925+64.61 31.5' L RIM EL=405.55 IE=402.65 IN (4", W) IE=401.60 IN (12", S) IE=401.60 OUT (12", N) MA T C H L I N E S T A 9 2 3 + 0 0 , S E E S H E E T S D 7 DUVALL 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD8 46 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 1 SD12 1 SD12 1 SD12 AF 7 7 PSE LIFTS 4'' GAS MAIN UP 123.5LF 12'' (PP) S = 0.0129 1 FWD NO 17 STORM REVISIONS TLS 05/20/2022 1 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 08/31/2023 50+00 51+00 52+00 53+00 54+00 EX CB#36 FROM AS-BUILT 09/2002 CB#35 12"(DI) 15 . 7 L F 1 2 " ( P P ) S= 0 . 0 2 7 7 F T / F T 12" (PP) CULVERT IE=397.93 OUT (E) EX 1 2 " ( P P ) 39 9 . 9 7 390' 400' 390' 400' 50+50 51+00 52+00 53+00 40 0 . 3 9 40 0 . 4 5 40 0 . 1 3 40 0 . 1 9 39 9 . 9 3 39 9 . 9 9 39 9 . 8 1 39 9 . 7 1 39 9 . 7 3 39 9 . 4 7 39 9 . 6 3 39 9 . 7 1 109.4LF 12" (DI) S=0.0094 FT/FT CB#35 TYPE I STA 51+40.00 33.0' L RIM EL=400.66 IE=398.11 IN (12", W) IE=398.11 OUT (12", N) EX CB#36 TYPE I STA 52+49.36, 33.2' L RIM=399.46 FROM AS-BUILT 09/2002 IE=397.08 IN (12", S) IE=397.01 OUT (12", W) FROM AS-BUILT 09/2002 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD9 47 YM YM 1 PROPOSED GRADE AT FLOWLINE EXISTING GRADE AT FLOWLINE STORM PLAN AND PROFILE BEGIN TO STA 52+60 SHEET 10 OF 13 INVERT = 394.77 FROM AS-BUILT 09/2002 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 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 1 STORM REVISIONS TLS 05/20/2022 1 1 420' 430' 440' 420' 430' 440' 40+00 41+00 41+47 43 2 . 8 8 43 3 . 4 3 43 3 . 1 8 43 4 . 6 3 W IE=428.90' SS EX WATER MAIN IE PERCOR AS-BUILT SHEETWS-3363 DATED 02/06/2019 EX CB#8 TYPE I STA 900+90.61 31.9' L RIM EL=432.53 IE=430.23 IN (12'',E) CB#7 TYPE I STA 900+68.78 31.5' L RIM EL=433.03 IE=430.58 OUT (12'',W) 67.1LF 12'' (DI) S=0.0051 FT/FT 420' 430' 440' 420' 430' 440' 50+00 51+00 51+43 42 9 . 1 5 42 8 . 7 9 42 9 . 1 7 42 9 . 8 5 42 9 . 5 7 42 8 . 8 6 42 8 . 7 5 CB#23 TYPE I STA 914+41.50 31.5' L RIM EL=428.41 IE=424.01 IN (12", S) IE=423.91 IN (12", E) IE=424.71 IN (4", W) IE=424.11 OUT (12", N) 63.0LF 12" (PP) S=0.0125 FT/FT CB#22 TYPE I STA 914+41.50 31.5' R RIM EL=428.70 IE=424.80 IN (12", S) IE=424.65 IN (4", E) IE=424.70 OUT (12", W) W POTHOLE EX WATER LINE IF IT DOESN'T PROVIDE 6'' CLEARANCE RELOCATE EX WATER LINE VERTICALLY TG 410' 420' 430' 410' 420' 430' 60+00 61+00 61+43 42 8 . 9 1 42 5 . 0 0 42 5 . 1 0 42 5 . 3 5 42 5 . 4 6 42 4 . 8 5 42 4 . 7 6 CB#24 TYPE I STA 916+40.63 31.5' L RIM EL=424.75 IE=420.75 IN (4", W) IE=420.20 IN (12", S) IE=420.20 IN (12", E) IE=420.20 OUT (12", N) 63.0LF 12" (PP) S=0.0135 FT/FT CB#25 TYPE I STA 916+41.63 31.5' R RIM EL=424.80 IE=421.45 IN (4", E) IE=421.05 OUT (12", W) WTG 410' 420' 430' 410' 420' 430' 70+00 71+00 71+43 42 4 . 0 8 42 0 . 7 4 42 0 . 8 5 42 1 . 0 8 42 1 . 1 5 42 0 . 5 7 42 0 . 4 1 CB#27 TYPE I STA 918+39.84 31.5' L RIM EL=420.49 IE=415.95 IN (12", S) IE=416.60 IN (12", E) IE=415.95 IN (4", W) IE=417.61 IN (4", W) IE=415.95 OUT (12", N) 63.0LF 12" (PP) S=0.0137 FT/FT CB#26 TYPE I STA 918+41.63 31.5' R RIM EL=420.45 IE=417.26 IN (4", E) IE=416.81 OUT (12", W) WTG 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD10 48 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: VA R I E S FINISHED 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 8" M I N . CL E A R A N C E 1' MIN. 9" MIN. 9" MIN. TRENCH WIDTH 4" MI N . 18" MIN. 6" MIN. 9" MI N . 18" MIN. DRAINAGE DETAILS SHEET 11 OF 13 AF 4 SD3 PROFILE HORIZ: 1"=20' VERT: 1"=4' STORM LATERAL 5 SD6 PROFILE HORIZ: 1"=20' VERT: 1"=4' STORM LATERAL 6 SD6 PROFILE HORIZ: 1"=20' VERT: 1"=4' 7 SD7 PROFILE HORIZ: 1"=20' VERT: 1"=4' 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 POTHOLE EX WATER LINE IF IT DOESN'T PROVIDE 6'' CLEARANCE RELOCATE EX WATER LINE VERTICALLY EXISTING GRADE EXISTING GRADE PROPOSED GRADE 2 SD6-7 DETAIL NTS TYPICAL TRENCH DRAIN DETAIL 5" KNOCKOUT PLAN VIEW END CAP SECTION 8" 9" 9" ±4' G G G 7" 5" 1-1/2" 2" 6"X16"X1" CAST IRON GRATE 1 STORM REVISIONS TLS 05/20/2022 1 PROPOSED GRADE PROPOSED GRADE POTHOLE EX WATER LINE IF IT DOESN'T PROVIDE 6'' CLEARANCE RELOCATE EX WATER LINE VERTICALLY DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 1 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD11 49 YM YM 1 TYP DETAIL NO SCALE 4' X 4' BIOFILTRATION PRECAST UNIT TOP VIEW 4.0'0.5'0.5' 4. 0 ' 0. 5 ' 0. 5 ' 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 0. 5 ' 3. 5 ' IE T O T O P 4. 2 ' 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 1.5'0.5' 0. 5 ' 1. 3 ' 0.5' 2.0' 0. 5 ' 1. 0 ' 5 TYP DETAIL NO SCALE BIOFILTRATION UNIT THROAT OPENING DIMENSIONS 4.7'5.0'4.7' 0. 5 ' 0. 5 ' 0. 7 ' 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 3.00'1.00' 3. 0 0 ' 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 Ø1. 0 0 ' 2" CSTC TREE BOX BIOFILTRATION (TBBU) UNIT, SEE NOTE 2 NOTES: 1.CONTACT TBBU VENDOR FOR SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS. 2.MATCH FINISH OF FLUME LID TO COR STANDARD PLAN 102 SIDEWALK STANDARD DETAIL. 3.TRANSITION FROM STANDARD TO DEPRESSED GUTTER. 4.SLOPE TOWARD TBBU OPENING, 5% MIN 5.BEGIN/END DEPRESSED GUTTER TRANSITION AT BYPASS STRUCTURE WHEN LOCATED WITHIN THE TYPICAL GUTTER TRANSITION (4'-81 4"). TRANSITION DISTANCES ON BOTH SIDES OF TBBU STRUCTURE SHALL BE IDENTICAL. DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 4x4 WWF W2.9 x 2.9 4'-8" 6'-6" 4' 4' - 8 " 6'-6" 4"4" 2" CLEAR 5"3'-10" 1DETAIL 1"=1' TREE BOX BIOFILTRATION UNIT 5" 1" C L E A R 4x4 WWF W2.9 x 2.9 EXPANSION JOINT (TYP) VA R I E S NEW SIDEWALK SECTION (TYP) CURB INLET R=12" CONTRACTOR FORMED CONCRETE IN THE FIELD #4'S AT 12" OC #6'S AT 6" OC TREE BOX BIOFILTRATION (TBBU) UNIT, SEE NOTE 2 #4'S AT 12" OC #6'S AT 6" OC CURB INLET, SEE NOTE 3 NOTES: 1.CONTACT TBBU VENDOR FOR SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS. 2.MATCH FINISH OF FLUME LID TO COR STANDARD PLAN 102 SIDEWALK STANDARD DETAIL. 3.TRANSITION FROM STANDARD TO DEPRESSED GUTTER. 4.SLOPE TOWARD TBBU OPENING, 5% MIN 5.BEGIN/END DEPRESSED GUTTER TRANSITION AT BYPASS STRUCTURE WHEN LOCATED WITHIN THE TYPICAL GUTTER TRANSITION (4'-81 4"). TRANSITION DISTANCES ON BOTH SIDES OF TBBU STRUCTURE SHALL BE IDENTICAL. 4" OPENING 8" 2" 1" CL E A R CURB AND GUTTER STEEL DOWEL BY VENDER (TYP) 2" CSTC FLUME LID SECTION B-B 2" CSTC 2" CSTC FLUME LID SECTION A-A 2:1 SLOPE PLAN 1' FACE OF CURB CURB AND GUTTER FACE OF CURB R=1" R=1" 6"MI N DEPRESSED GUTTER R=1" R=3" SEE NOTE 6 6" VA R I E S 6" 6 " M I N UNDERDRAIN STONE PER THE ECOLOGY STANDARDS PERFORATED UNDERDRAIN SYSTEM CLEANOUT COVER CAST IN TOP SLAB A B B0.50'4.00'0.50' 3.00' 3. 0 0 ' 1.00' Ø1.00 ' 2"Ø IRRIGATION PORT, TYP 3 PLACES CLEANOUT FRAME AND COVER CAST IN TOP SLAB BIOLFILTRATION ENGINEERED MEDIA PER THE ECOLOGY STANDARDS PRETREATMENT MULCH CERTIFIED FOR BIOLFILTRATION SYSTEMS AND PER THE ECOLOGY STANDARDS 4. 0 ' 0. 5 ' 0. 5 ' A 2"Ø IRRIGATION PORT, TYP 3 PLACES CURB INLET OPENING RECESSED TREE FRAME AND GRATE CASTE IN TOP SLAB 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 DIVISIONRECORD DRAWINGS 02/22/2021 SD12 50 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 RECESSED TREE FRAME AND GRATE CASTE IN TOP SLAB DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STOP BAR STOP BAR 891+00 892+00 893+00 894+00 STA 891+64.2, 41.2'RT 8"x6" TEE (MJxFL) 6" GV (FLxMJR) 8" PLUG (MJ) CONC. BLOCK STA 891+84.9, 40.9'RT FIRE HYDRANT ASSEMBLY (WD 90) STA 892+53.0, 28.7'LT 16"x6" TAPPING TEE (MJxFL) 6" GV (FLxMJR) CONC. BLOCK STA 892+52.9, 40.0'LT FIRE HYDRANT ASSEMBLY 80 + 0 0 80 + 6 5 894+00 895+00 896+00 897+00 898+00 STA 896+59.0, 26.4'LT 16"x6" TAPPING TEE (MJxFL) 6" GV (FLxMJR) CONC. BLOCK STA 896+59.0, 40.0'LT FIRE HYDRANT ASSEMBLY GENERAL NOTES: 1.SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. 2.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. 3.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 DIVISIONRECORD DRAWINGS WA1 53 MEK YM WATER PLAN STA 891+00 TO 898+50 SHEET 1 OF 6 DVS PLAN SCALE IN FEET 0 20 40 MA T C H L I N E S T A 8 9 4 + 0 0 , S E E T H I S S H E E T B E L O W NE 7 T H P L DUVALL AVENUE NE NE 8 T H S T C-LINE PLAN SCALE IN FEET 0 20 40 MA T C H L I N E S T A 8 9 8 + 5 0 , S E E S H E E T W A 2 MA T C H L I N E S T A 8 9 4 + 0 0 , S E E T H I S S H E E T A B O V E DUVALL AVENUE NE C-LINE REMOVE EXISTING FIRE HYDRANT (WD 90) EXIST 16"W DI (RENTON) EXIST 16"W DI (RENTON) EXIST 8"W (WD 90) EXIST 8"W AND 12" W (WD 90) TO BE REMOVED AFTER INSTALLATION OF NEW FIRE HYDRANT. SEE SITE PREPARATION PLAN SP1 EXIST 8"W AND 12" W (WD 90) TO BE REMOVED AFTER INSTALLATION OF NEW FIRE HYDRANT. SEE SITE PREPARATION PLAN SP1 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 899+00 900+00 901+00 902+00 903+00 STA 900+14.0, 71.5'RT 8"x6" TEE (MJRxFL) 6" GV (FLxMJR) 8" PLUG (MJ) STA 900+25.3, 71.6'RT FIRE HYDRANT ASSEMBLY STA 901+25.0, 24.3'LT 16"x6" TAPPING TEE (MJxFL) 6" GV (FLxMJR) CONC. BLOCK STA 901+25.0, 40.7'LT FIRE HYDRANT ASSEMBLY 903+00 904+00 905+00 906+00 907+00 908+00 STA 906+51.4, 52.3'LT 10"x6" TAPPING TEE (MJxFL) 6" GV (FLxMJR) CONC. BLOCK STA 906+12, 53 LT FIRE HYDRANT ASSEMBLY 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 DIVISIONRECORD DRAWINGS WA2 54 MEK YM WATER PLAN STA 898+50 TO 908+00 SHEET 2 OF 6 DVS MA T C H L I N E S T A 9 0 3 + 0 0 , S E E T H I S S H E E T B E L O W PLAN SCALE IN FEET 0 20 40 NE 9 T H S T DUVALL AVENUE NE MA T C H L I N E S T A 8 9 8 + 5 0 , S E E S H E E T W A 1 C-LINE MA T C H L I N E S T A 9 0 8 + 0 0 , S E E S H E E T W A 3 PLAN SCALE IN FEET 0 20 40 NE 1 0 T H S T C-LINE MA T C H L I N E S T A 9 0 3 + 0 0 , S E E T H I S S H E E T A B O V E DUVALL AVENUE NE EXIST 16" GV EXIST 16"W (RENTON) EXIST 16"W (RENTON) PROTECT EXISTING FIRE HYDRANT EXIST 8"W (WD 90) BLIND FLANGE PLUG EXISTING WATER 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. EXIST 8"W AND 12" W (WD 90) TO BE REMOVED AFTER INSTALLATION OF NEW FIRE HYDRANT. SEE SITE PREPARATION PLAN SP2 EXIST 8"W AND 12" W (WD 90) TO BE REMOVED AFTER INSTALLATION OF NEW FIRE HYDRANT. SEE SITE PREPARATION PLAN SP2 CEMENT CONC. RETAINING WALL PER THE PLANS 1 FWD NO 21 - RELOCATE FH AT NE 10TH STREET TLS 06/15/22 1 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 908+00 909+00 910+00 911+00 912+00 913+00 BR I C K W A L L 913+00 914+00 915+00 916+00 917+00 918+00 STA 916+70.0, 38'RT FIRE HYDRANT ASSEMBLY STA 916+70.0, 22.8'RT 16"x6" TAPPING TEE (MJxFL) 6" GV (FLxMJR) CONC. BLOCK 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 DIVISIONRECORD DRAWINGS WA3 55 MEK YM WATER PLAN STA 908+00 TO 918+80 SHEET 3 OF 6 DVS MA T C H L I N E S T A 9 0 8 + 0 0 , S E E S H E E T W A 2 MA T C H L I N E S T A 9 1 3 + 0 0 , S E E T H I S S H E E T B E L O W PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE C-LINE MA T C H L I N E S T A 9 1 3 + 0 0 , S E E T H I S S H E E T A B O V E PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE C-LINE EXIST 16"W (RENTON) EXIST 16"W (RENTON) EXISTING FIRE HYDRANT TO REMAIN 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. MA T C H L I N E S T A 9 1 8 + 8 0 , S E E T H I S S H E E T W A 4 SHIFT FH AWAY FROM WALL TO PROVIDE 3' CLEAR ALL AROUND PER COR 310.1 1 RELOCATE FH TLS 06/15/22 1 08/31/2023 4' HIGH WALL IS AT 41 RT DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS LA R G E T E L E P H O N E V A U L T 6' C H A I N L I N K 20.8LF 12" (PP) S=0.0962 FT/FT CB#37 TYPE I STA 919+47.88, 32.1'R RIM EL=418.37 12" (PP) IE=416.57 OUT (N) EXST CB#38 TYPE I STA 919+68.46 29.2' R RIM EL=418.47 12" (PP) IE=414.57 IN (S) EXST 12" (CMP) IE=413.47 IN (E) EXST 18" (CMP) IE=413.27 OUT (N) 919+00 920+00 921+00 922+00 923+00 10 + 0 0 10 + 7 6 20 + 0 0 20 + 4 4 STA 10+66.40, 0.0'T= C STA 919+68.0, 18.1'LT 12"-90° BEND (MJR) STA 10+46.0, 0.0'LT= C STA 919+68.70, 38.4'LT 12"-45° BEND (MJR) STA 919+78.4, 12.9'RT STA 920+87.7, 26.3'LT (1) 8"-45° BEND (MJR) 8" LONG SLEEVE COUPLING REMOVE EX 8" TEE AND VALVE CONNECT TO EX 8"W (DI) STA 919+64.1, 43.4'LT 12"-45° BEND (MJR) STA 920+82.7, 16.5'LT SEE CONNECTION DETAIL STA 919+73.0, 20.7'RT SEE CONNECTION DETAIL STA 920+06.1, 16.5'LT= C STA 20+33.5, 0.00' T 16"x6 " TEE (MJRxFL) 6" GV (FL) 6"-45° VERT BEND (FLxMJR) 6"-45° VERT BEND (MJR) PLUG EX PIPE 400' 410' 420' 400' 410' 420' 919+00 920+00 921+00 922+00 923+00 41 9 . 8 9 41 9 . 9 41 9 . 3 5 41 9 . 4 41 8 . 8 6 41 9 . 0 41 8 . 3 7 41 8 . 6 41 7 . 8 8 41 8 . 2 41 7 . 3 9 41 7 . 8 41 6 . 9 0 41 7 . 4 41 6 . 4 1 41 6 . 7 41 5 . 9 1 41 6 . 2 41 5 . 4 2 41 5 . 7 41 4 . 8 8 41 5 . 2 41 4 . 3 4 41 4 . 7 41 3 . 8 0 41 4 . 1 41 3 . 2 6 41 3 . 6 41 2 . 7 2 41 3 . 0 41 2 . 1 7 41 2 . 6 41 1 . 6 3 41 2 . 1 G P T STA 919+68.00 12"-90° BEND (FLxMJR) STA 920+06.10 16"x6" TEE (MJRxFL) 6" GV (FLxMJR)STA 919+80.30 16" TEE (FL) 16"x12" REDUCER (FL) 12" GATE VALVE (FLxMJR) STA 920+82.70 16"x8" TEE (MJRxFL) 8" GV (FL) 410' 420' 410' 420' 10+00 11+00 41 8 . 6 41 8 . 1 41 8 . 8 STA 10+66.40, 0.0'T= C STA 919+68.0, 18.1'LT 12"-90° BEND (MJR) STA 10+10.1 STA 10+47.91 12"-45° VERT BEND (MJR) STA 10+46.67, 0.0'T= C STA 919+64.1, 43.4'LT 12"-45° BEND (MJR) ROTATE 45°-BND TO ACCOMMODATE THE 45° VERT ANGLE 400' 410' 420' 400' 410' 420' 20+00 20+44 41 7 . 4 STA 20+29.36 6"-45° VERT BND (MJR) STA 20+30.90 6" GV (FL) 6"-45° VERT BND (FLxMJR) STA 20+33.50, 0.0'T= C STA 920+06.1, 16.5' LT 16"x6" TEE (MJRxFL) STA 20+10.00= C STA 920+05.9, 40.0'LT FIRE HYDRANT ASSEMBLY GENERAL NOTES: MA T C H L I N E S T A 9 2 3 + 0 0 , S E E S H E E T W A 5 PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE NE 1 2 T H S T VERT: 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) 29 LF 12" DI CLASS 52 12" CAP WITH 2" BLOW-OFF ASSEMBLY PER COR STD PLAN 340.1 STA 10+10.0, 0.0'T= C STA 919+65.2, 72.6' LT 9 LF 12" DI CLASS 52 16" TEE (FL) 16" RFCA (1) 16" GV (FLxMJR) (1) 16"x12" REDUCER (FL) (1) 12" GV (FLxMJR) STA 919+80.3, 17.2' LT CONC. BLOCK FIRE HYDRANT ASSEMBLY STA 920+05.9, 40.0' LT METER BOX LOCATION APPROX. 356.0 LF (T O T A L T H I S S H E E T ) 1 6 " D I C L A S S 5 2 APPROX. 356 LF (TOTAL THIS SHEET) 16" DI CLASS 52 POTHOLE #20 (WATER) EX GROUND ELEV=418.69 TOP OF 12" ELEV=414.89 BOTTOM OF 12" ELEV=413.89 EXISTING 12" WATER LINE CONTRACTOR TO VERIFY LOCATION 24 LF 6" DI CLASS 52 1" SERVICE SEE NOTE 10 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 DIVISIONRECORD DRAWINGS WA4 56 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) MI N 6 " 12"SD 12"SD EX 8"W 9.0 LF 12" DI CLASS 52 WATER PLAN STA 918+80 TO 923+00 SHEET 4 OF 6 C-LINE 19 LF 12" DI CLASS 52 4 LF 12" DI CLASS 52 MI N 6 " MI N 3 6 " MI N 4 8 " MIN 10' DVS 7 LF 8" DI CLASS 52 PLUG EX 8" PIPEPLUG EX 8" PIPE EXISTING 8" WATER LINE CONTRACTOR TO VERIFY LOCATION EXIST 8"W TO BE ABANDONED IN PLACE 1 WA6 30 LF 16" DI CLASS 52 EXIST 16"W (RENTON) 2 WA6 EX 8"W 1 WA6 1 - PROFILE HORIZ: 1"=20' VERT: 1"=4' 1 - 2 - PROFILE HORIZ: 1"=20' VERT: 1"=4' 2 - PLUG EX 8" PIPE 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. MA T C H L I N E S T A 9 1 8 + 8 0 , S E E S H E E T W A 3 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 08/31/2023 923+00 924+00 925+00 926+00 927+00 3 0 + 0 0 3 0 + 4 4 390' 400' 410' 390' 400' 410' 923+00 924+00 925+00 926+00 927+00 927+50 41 1 . 6 3 41 1 . 6 41 1 . 0 9 41 1 . 1 41 0 . 5 5 41 0 . 5 41 0 . 0 1 41 0 . 0 40 9 . 4 7 40 9 . 5 40 8 . 9 2 40 8 . 9 40 8 . 3 8 40 8 . 4 40 7 . 8 4 40 7 . 8 40 7 . 3 0 40 7 . 3 40 6 . 8 2 40 6 . 8 40 6 . 4 1 40 6 . 4 40 6 . 0 7 40 6 . 1 40 5 . 7 9 40 5 . 8 40 5 . 5 8 40 5 . 6 40 5 . 4 4 40 5 . 4 40 5 . 3 7 40 5 . 4 40 5 . 3 7 40 5 . 4 40 5 . 4 3 40 5 . 4 40 5 . 5 7 40 5 . 6 STA 923+81.20 16"x6" TEE (MJxFLxMJ) 6" GV (FLxMJ) STA 924+54.70 16"x8" TEE (MJRxFL) 8" GV (FL) (1) 8"-45° BEND (FLxMJR) (1) 8"-45° BEND (MJR) 8" LONG SLEEVE COUPLING STA 926+81.60 400' 410' 400' 410' 30+00 30+44 41 0 . 4 STA 30+33.90= C STA 923+81.20, 16.5'LT 16"x6" TEE (MJRxFL) STA 30+31.30 6" GV (FL) 6"-45° VERT BND (FLxMJR) STA 30+29.17 6"-45° VERT BND (MJR) STA 30+10.00= C STA 923+81.20, 40.4'LT FIRE HYDRANT ASSEMBLY M A T C H L I N E S T A 9 2 3 + 0 0 , S E E S H E E T W A 4 DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 VERT: HORIZ: 1"=4' 1"=20' PROFILE APPROX. 383 LF (TOTAL THIS S H E E T ) 1 6 " D I C L A S S 5 2 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 DIVISIONRECORD DRAWINGS WA5 57 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) FIRE HYDRANT ASSEMBLY STA 30+10.0, 0.0'T= C STA 923+81.2, 40.4' LT 16"x 8" TEE (MJRxFL) 8" GV (FL) (1) 8"-45° BEND (FLxMJR) (1) 8"-45° BEND (MJR) STA 924+54.7, 16.5' LT SEE CONNECTION DETAIL CONNECT TO EX 16" WATER MAIN CONTRACTOR TO VERIFY LOCATION. STA 926+81.7, 17.8' LT SEE CONNECTION DETAIL APPROX. 383 LF (TOTAL THIS SHEET) 16" DI CLASS 52 EX 8" WATER LINE CONTRACTOR TO VERIFY LOCATION. 16"x6 " TEE (MJRxFL) 6" GV (FL) 6"-45° VERT BEND (FLxMJR) STA 30+33.9, 0.0'T= C STA 923+81.2 16.5' LT 22 LF 6" DI CLASS 52 EXISTING GRADE AT 6"W LATERAL (TYP) PROPOSED GRADE AT 6"W LATERAL (TYP) EXISTING GRADE AT 6"W LATERAL (TYP) 12"SD WATER PLAN STA 923+00 TO END SHEET 5 OF 6 C-LINE MI N 6 " MI N 3 6 " 8" LONG SLEEVE COUPLING CONNECT TO EX 8" DI CLASS 52, LENGTH AS REQUIRED DVS 7 LF 8" DI CLASS 52 PLUG EX 8" WATER MJ PLUG EX GATE VALVE EXIST 8"W TO BE ABANDONED IN PLACE EXIST 16"W 4 WA6 3 WA6 CUT AND PLUG CONFLICTING EX 8" WATER CROSSING NEW 6" WATER 1 - PROFILE HORIZ: 1"=20' VERT: 1"=4' 1 - 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. DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 08/31/2023 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 DIVISIONRECORD DRAWINGS WA6 58 MEK MEK WATER DETAILS SHEET 6 OF 6 DVS REMOVE 16" PLUG AND BLOCKING AT EXISTING 16"x8" TEE AND CONNECT NEW 16" WATER TO TEE WITH 16" SLEEVE (MJR) AND 16" DI PIPE SPOOLS. EXISTING 16"x8" TEE WITH 16" PLUG AND CONC BLOCK REMOVE EXISTING 12''x8'' TEE AND 8'' VALVE AND CONNECT TO EXISTING 16'' DI PIPE WITH 16'' SLEEVE(RJ) INSTALL 8" MJ CAP ON EXISTING 8" WATER INSTALL 8'' END CAP ON EXISTING 8''W EXIST 8"W TO BE ABANDONED IN PLACE INSTALL 8" END CAP ON EXIST 8"W EXIST 16"WNEW 16"W EXISTING 12" TEE AND (2)12" GV EXISTING CONC DEAD-MAN BLOCK AND SHACKLE RODS TO EXISTING REDUCER, VALVE AND TEE CONNECT TO EXISTING 12" WATER (1) 16"-45° BEND (MJR) (1) 16" LONG SLEEVE COUPLING CONC.BLOCK 1 WA4 DETAIL NO SCALE CONNECTION AT STA 919+72.80 4 WA5 DETAIL NO SCALE CONNECTION AT STA 926+81.70 12" MJ CAP ON EXISTING 12" WATER EX I S T 1 2 " W EXIST 16"W EX I S T 1 2 " W NE W 1 6 " W EXISTING 16"x12" REDUCER NEW 16"W NEW 8"W EXISTING 8"W E X I S T I N G 8 " W CONNECT TO EX 8"W (1) 8"-45° BEND (MJR) (1) 8" LONG SLEEVE COUPLING CONC.BLOCK 2 WA4 DETAIL NO SCALE CONNECTION AT STA 920+82.70 NEW 8"W EX I S T I N G 8 " W (1) 8"-45° BEND (MJR) (1) 8" LONG SLEEVE COUPLING CONC.BLOCK 3 WA5 DETAIL NO SCALE CONNECTION AT STA 924+54.70 EXISTING 8"W NEW 16"W CONNECT TO EXISTING 12" WATER (1) 16"-45° BEND (MJRxFL) (1) 16"x12" REDUCER (FL) CONNECT TO EX 12" TEE CONC.BLOCK 16" x 8" TEE (MJRxFL) 8" GV (FL) (1) 8"-45° BEND (FLxMJR) CONC.BLOCK 16"x 8" TEE (MJRxFL) 8" GV (FL) CONC. BLOCK 8" MJ PLUG ON EXISTING VALVE (1) 8"-45° BEND (FLxMJR) CONC.BLOCK 8" MJ CAP ON EXISTING 8" WATER 8" MJ CAP ON EXISTING 8" WATER 1 REMOVAL OF EXISTING TEE AND VALVE AND CONNECTING TO EXISTING DI PIPE TLS 06/15/22 1 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 08/31/2023 894+00 895+00 896+00 897+00 898+00 STA 895+12, 5.5'LT STA 895+11, 5.5'RT STA 894+08, 5.5'LT STA 894+08, 5.5'RT STA 898+00, 5.5'LT STA 897+99, 5.5'RT STA 893+58, 27.5'LT 891+00 892+00 893+00 894+00 STA 893+58, 16.5'LT STA 893+58, 5.5'LT STA 893+58, 5.5'RT STA 893+58, 16.5'RT STA 893+58, 27.5'RT 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 DIVISIONRECORD DRAWINGS 02/22/2021 CH1 59 CDC CDC PLAN SCALE IN FEET 0 20 40 M A T C H L I N E S T A 8 9 4 + 0 0 , S E E A B O V E DUVALL AVENUE NE MA T C H L I N E S T A 8 9 4 + 0 0 , S E E B E L O W PLAN SCALE IN FEET 0 20 40 M A T C H L I N E S T A 8 9 8 + 5 0 , S E E S H E E T C H 2 NE 7 T H P L DUVALL AVENUE NE NE 8 T H S T R-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 EXISTING STREET NAME SIGNS TO REMAIN EXISTING STOP SIGN TO REMAIN X-1 X-3 EXISTING STREET NAME SIGNS TO REMAIN S-1 S-2 GENERAL SIGN NOTES: CHANNELIZATION NOTES: 1 2 3 4 6 7 8 9 10 11 12 5 13 14 INSTALL PAINTED DOUBLE YELLOW CENTERLINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED YELLOW TWO-WAY LEFT TURN CENTERLINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE WIDE LANE LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE LANE LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.30-04 INSTALL PAINTED WHITE WIDE DOTTED LANE LINE WITH SUP RPMS, PER WSDOT STD PLAN M-20.30-03 ON LEFT TURN STRIPE INSTALL PAINTED WHITE EDGE LINE & SUPP TYPE 2 RPMS PER WSDOT STD PLAN M-30.40-03 & 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 PAINTED TEMP. CROSSWALK LINES PER CITY OF RENTON STD PLAN 128 INSTALL WHITE THERMAL PLASTIC TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 INSTALL PAINTED DOUBLE YELLOW CENTER LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE LANE LINE WITH SUPP RPMS PER WSDOT STD PLAN M-20.30-04 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- SHUR CURB TO BE REINSTALLED WITH 3' BREAKS. CONTRACTOR TO COORDINATE WITH CITY ON REINSTALLATION. 1 FWD NO 31 - PAINT LINE AND SUPP RPM'S 8TH TO NORTH END TLS 11/21/22 2 CO NO 25 - TEMP STOP LINE AND TEMP XWALK LINE TLS 12/09/22 INSTALL RPM LANE LINE PER WSDOT STD PLAN M-20.50-02 INSTALL PAINTED TEMP STOP LINE 6 1 2 2 08/31/2023 1 1 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS STA 907+18, 5.5'RT STA 907+72, 5.5'LT STA 907+18, 32.0'LT STA 906+72, 5.5'RT STA 906+72, 16.5'RT STA 906+72, 27.5'RT STA 906+72, 5.5'LT STA 906+72, 16.5'LT STA 906+72, 27.5'LT STA 905+96, 27.5'RT STA 906+41, 46.6'LT STA 906+19, 46.9'LT STA 905+96, 5.5'LT STA 905+96, 5.5'RT STA 904+96, 5.5'RT STA 905+91, 16.5'LT STA 905+96, 16.5'RT STA 905+91, 27.5'LT STA 903+93, 5.5'LT 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' 903+00 904+00 905+00 906+00 907+00 908+00 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' 5' 11 ' 22 ' 11 ' 11 ' 5' STA 906+50, 61.0'RT STA 906+34, 60.0'RT STA 905+96, 31.5'RT STA 900+51, 5.5'LT STA 900+51, 5.5'RT STA 900+51, 16.5'RT STA 900+51, 27.5'RT STA 901+12, 5.5'LT STA 902+16, 5.5'RT 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' 899+00 900+00 901+00 902+00 903+00 STA 899+53, 27.5'RT STA 899+53, 16.5'RT STA 899+53, 5.5'LTSTA 899+03, 5.5'LT STA 899+03, 5.5'RT STA 899+53, 5.5'RT MA T C H L I N E S T A 9 0 8 + 0 0 , S E E S H E E T C H 3 NE 1 0 T H S T DUVALL AVENUE NE 7 79 9 13 6 3 14 14 6 6 6 10 10 10 10 11 MA T C H L I N E S T A 9 0 3 + 0 0 , S E E B E L O W MA T C H L I N E S T A 9 0 3 + 0 0 , S E E A B O V E NE 9 T H S T 9 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 DIVISIONRECORD DRAWINGS 02/22/2021 CH2 60 CDC CDC MA T C H L I N E S T A 8 9 8 + 5 0 , S E E S H E E T C H 1 R-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 PAINTED DOUBLE YELLOW CENTERLINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED YELLOW TWO-WAY LEFT TURN CENTERLINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE WIDE LANE LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE LANE LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.30-04 INSTALL PAINTED WHITE WIDE DOTTED LANE LINE WITH SUP RPMS, PER WSDOT STD PLAN M-20.30-03 ON LEFT TURN STRIPE INSTALL PAINTED WHITE EDGE LINE & SUPP TYPE 2 RPMS PER WSDOT STD PLAN M-30.40-03 & 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 PAINTED TEMP. CROSSWALK LINES PER CITY OF RENTON STD PLAN 128 INSTALL WHITE THERMAL PLASTIC TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 INSTALL PAINTED DOUBLE YELLOW CENTER LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE LANE LINE WITH SUPP RPMS PER WSDOT STD PLAN M-20.30-04 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- PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 1 FWD NO 11 - SUPPLEMENTAL RPMS TLS 04/18/22 2 FWD NO 31 - PAINT LINE AND SUPP RPMS 8TH TO NORTH BOUND TLS 11/21/22 1 2 1 3 CO NO 25 - TEMP STOP LINE AND TEMP XWALK LINE TLS 12/09/22 INSTALL PAINTED TEMP STOP LINE INSTALL PAINTED TEMP STOP LINE INSTALL PAINTED TEMP STOP LINE INSTALL PAINTED TEMP STOP LINE INSTALL PAINTED TEMP XWALK LINES PER COR 128 3 3 3 3 3 INSTALL PAINTED TEMP STOP LINE 2 1 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 3 3 STA 916+91, 5.5'LT STA 915+77, 5.5'RT STA 915+77, 5.5'LT STA 916+91, 5.5'RT 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' 913+00 914+00 915+00 916+00 917+00 918+00 22 ' 5' 11 ' 11 ' 5' 11 ' STA 909+16, 5.5'RT 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' 5' 11 ' 22 ' 11 ' 11 ' 5' 11 ' 11 ' 908+00 909+00 910+00 911+00 912+00 913+00 5' 11 ' 11 ' 11 ' 5' MA T C H L I N E S T A 9 1 8 + 0 0 , S E E S H E E T C H 4 MA T C H L I N E S T A 9 1 3 + 0 0 , S E E A B O V E DUVALL AVENUE NE 6 6 14 14 9 9 9 9 MA T C H L I N E S T A 9 0 8 + 0 0 , S E E S H E E T C H 2 MA T C H L I N E S T A 9 1 3 + 0 0 , S E E B E L O W DUVALL 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 PAINTED DOUBLE YELLOW CENTERLINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED YELLOW TWO-WAY LEFT TURN CENTERLINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE WIDE LANE LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE LANE LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.30-04 INSTALL PAINTED WHITE WIDE DOTTED LANE LINE WITH SUP RPMS, PER WSDOT STD PLAN M-20.30-03 ON LEFT TURN STRIPE INSTALL PAINTED WHITE EDGE LINE & SUPP TYPE 2 RPMS PER WSDOT STD PLAN M-30.40-03 & 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 PAINTED TEMP. CROSSWALK LINES PER CITY OF RENTON STD PLAN 128 INSTALL WHITE THERMAL PLASTIC TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 INSTALL PAINTED DOUBLE YELLOW CENTER LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE LANE LINE WITH SUPP RPMS PER WSDOT STD PLAN M-20.30-04 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- PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 1 FWD NO 11 - SUPPLEMENTAL RPMS TLS 04/18/22 2 FWD NO 31 - PAINT LINE AND SUPP RPMS 8TH TO NORTH BOUND TLS 11/21/22 2 1 1 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 2 1 STA 925+74, 5.5'RT STA 926+64, 16.5'RT STA 926+64, 27.5'RT STA 925+74, 5.5'LT STA 927+14, 5.8'RT STA 927+59, 6.0'RT STA 927+59, 5.6'LT STA 927+60, 17.3'LT STA 927+59, 17.1'RT STA 927+59, 28.3'RT STA 927+60, 28.0'LT STA 926+64, 27.5'LT STA 926+64, 5.5'LT 5 ' 1 1 ' 11 ' 1 1 ' 1 1 ' 11 ' 5' 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' 923+00 924+00 925+00 926+00 927+00 928+00 STA 926+64, 16.5'LT STA 926+46, 39.0'LT STA 923+36 39.0'LT STA 923+51, 39.0'LT STA 926+30, 39.0'LT STA 918+31, 5.5'RT STA 919+31, 5.5'LT STA 919+31, 16.5'LT STA 919+31, 27.5'LT STA 919+31, 5.5'RT STA 919+31, 16.5'RTSTA 919+31, 27.5'RT STA 920+38, 5.5'RT STA 921+22, 5.5'LT STA 920+22, 5.5'RT STA 920+22, 16.5'RT STA 920+22, 27.5'RT STA 920+22, 5.5'LT STA 920+22, 16.5'LT STA 920+22, 27.5'LT STA 922+62, 5.5'LT STA 919+48, 44.8'LT STA 919+59, 44.4'LT STA 922+62, 5.5'RT 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' 5' 11 ' 11 ' 11 ' 11 ' 11 ' 5' STA 919+70, 49.0'RT STA 919+81, 49.6'RT 918+00 919+00 920+00 921+00 922+00 923+00 STA 919+31, 31.5'RT STA 920+38, 31.5'LT M A T C H L I N E S T A 1 1 6 + 5 0 , S E E A B O V E DUVALL AVENUE NE 8 7 13 2END BEGIN 13 2 6 6 14 14 14 14 16 6 6 9 9 13 MA T C H L I N E S T A 9 1 8 + 0 0 , S E E S H E E T C H 3 MA T C H L I N E S T A 9 2 3 + 0 0 , S E E B E L O W NE 1 2 T H S T DUVALL AVENUE NE6 6 6 6 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 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 PAINTED DOUBLE YELLOW CENTERLINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED YELLOW TWO-WAY LEFT TURN CENTERLINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE WIDE LANE LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE LANE LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.30-04 INSTALL PAINTED WHITE WIDE DOTTED LANE LINE WITH SUP RPMS, PER WSDOT STD PLAN M-20.30-03 ON LEFT TURN STRIPE INSTALL PAINTED WHITE EDGE LINE & SUPP TYPE 2 RPMS PER WSDOT STD PLAN M-30.40-03 & 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 PAINTED TEMP. CROSSWALK LINES PER CITY OF RENTON STD PLAN 128 INSTALL WHITE THERMAL PLASTIC TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 INSTALL PAINTED DOUBLE YELLOW CENTER LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE LANE LINE WITH SUPP RPMS PER WSDOT STD PLAN M-20.30-04 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- PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 1 FWD NO 11 - SUPP RPMS TLS 04/18/22 2 FWD NO 31 - PAINT LINE AND SUPP RPMS 8TH TO NORTH BOUND TLS 11/21/22 2 1 2 1 3 CO NO 25 - TEMP STOP LINE AND TEMP XWALK LINE TLS 12/09/22 INSTALL PAINTED TEMP STOP LINE 3 INSTALL PAINTED TEMP STOP LINE 3 3 INSTALL PAINTED TEMP STOP LINE3 INSTALL PAINTED TEMP XWALK LINES, COR 128 INSTALL PAINTED TEMP XWALK LINES, COR 128 INSTALL PAINTED TEMP STOP LINE INSTALL PAINTED TEMP STOP LINE INSTALL PAINTED TEMP STOP LINE 7 1 11 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 3 3 3 51+00 52+00 53+00 STA 50+86, 32.5'LT STA 52+44, 27.7'LT DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 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 D3-1 STREET NAME DUVALL AVE NE 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 RELOCATION R2-1 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 SIGN NE 4 T H S T R E E T EXISTING YEILD AND "STOP HERE ON RED" SIGNS TO REMAIN CH1 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 MPH6 6 7 7 MAY USE SIDEWALK 3. 1 3 " 10 " 17.26"2. 5 9.12"3"8.56"2. 5 .5 " .7 5 " 3. 8 8 " 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 PAINTED DOUBLE YELLOW CENTERLINE WITH SUPP RPMS, PER WSDOT STD M-20.40-03 INSTALL PAINTED YELLOW TWO-WAY LEFT TURN CENTERLINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE WIDE LANE LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE LANE LINE WITH SUP RPMS, PER WSDOT STD PLAN M-20.30-04 INSTALL PAINTED WHITE DOTTED LANE LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.30-04 INSTALL PAINTED 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 PAINTED TEMP. CROSSWALK LINES PER CITY OF RENTON STD PLAN 128 INSTALL WHITE THERMAL PLASTIC TRAFFIC ARROW TYPE 1S, PER WSDOT STD PLAN M-24.40-02 INSTALL PAINTED DOUBLE YELLOW CENTER LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.40-03 INSTALL PAINTED WHITE LANE LINE WITH SUPP RPMS, PER WSDOT STD PLAN M-20.30-04 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. SIGN R-8 UPDATE DVS 03/15/20221 1 FWD NO 31 - PAINT LINE AND SUPP RPMS 8TH TO NORTH END TLS 11/21/20222 2 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 08/31/2023 STOP BAR CO N C W A L L 80 + 0 0 80 + 6 5 892+00 893+00 894+00 895+00 896+00 S=0.058FT/FT S= 0 . 0 0 4 7 F T / F T 34.6 LF12''(PP) 34 . 2 L F 1 2 ' ' ( P P ) 12 '' (PP) 897+00 898+00 899+00 900+00 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 40 NE 7 T H P L NE 8 T H S T DUVALL AVENU E N E PLAN SCALE IN FEET 0 20 40 MA T C H L I N E S T A 8 9 6 + 5 0 , S E E A B O V E MA T C H L I N E S T A 8 9 6 + 5 0 , S E E B E L O W C-LINE NE 9 T H S T C-LINE HH1P1 P2 P3 1-3", 3-4" J01 P4 P5 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. 1 2 7 9 9 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 3 170 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 X 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. C1 C2 C3 C1 1-4" C2 C3 3 4 5 6 8 10 11 P6FB1 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. P1 P2 P3 P4 P5 P6 P7 P8 LEGEND: COMMUNICATIONS VAULT POWER VAULT COMMUNICATIONS CONDUIT POWER CONDUIT CONSTRUCTION NOTE CONDUIT NOTE SEE WIRE SCHEDULE PSE IDENTIFIER # # # DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS LA R G E T E L E P H O N E V A U L T BR I C K W A L L 6' C H A I N L I N K 70 + 0 0 71 + 0 0 71 + 4 3 917+00 918+00 919+00 920+00 921+00 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 1 2 T H S T C-LINE P2J03 P2J04 P1HH2 P3 P5 P8 P3 P03 J07 J05 P04 P7 16 12 17 18 21 1-2", 2-3" PROPOSED UTILITY EASEMENT LINE P2 J08 22 P5J06 P41-4" IP02 P4 P4 IP03 IP04 1-4" 1-4" 13 14 15 19 20 23 24 25 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 4 2 22 80 LF 2 2 23 10 LF 1 24 10 LF 1 25 10 LF 1 X 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. P1 P2 P3 P4 P5 P6 P7 P8 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 # # # 1 CONDUIT LOCATION REVISION TLS 08/08/23 1 08/31/2023 1-3", 1-4" DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 " M I N 6" MIN SAND SHADING 2" MIN SAND BEDDING FINISHED GRADE 4DETAIL TYPICAL LATERAL TRENCH BACKFILL 2" MIN 1DETAIL 2DETAIL PU4 3DETAIL 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 WITH ADJUSTABLE FRAME No. 38/25-TA No. 25-T VAULT 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 1 2" 1' - 1 1 " 2' - 7 " 6 1 4" 1 3 4" 2' - 8 1 2" 2' - 3 1 2" 3 1 2" 1 1 2" 2'-8 1 2" 2'-7" 2'-3" 5'-2 1 2" 1'-10" 4'-9 1 2" Full 180° Open Suitable For H-20 Wheel Load In Off-Street Locations Where Not Subjected To High-Density Traffic. NOTE: 5DETAIL TYPICAL JOINT UTILITY TRENCH CITY ILLUMINATION CONDUIT (WHERE APPLICABLE) 24 " M I N City Illumination Conduit, 24" Min Cover (Where Applicable) DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 894+00 895+00 896+00 897+00 898+00 STOP BAR 892+00 893+00 894+00 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 DIVISIONRECORD DRAWINGS 02/22/2021 E1 68 MEK MEK MA T C H L I N E S T A 8 9 8 + 5 0 , S E E S H E E T E 2 MA T C H L I N E S T A 8 9 4 + 0 0 , S E E A B O V E MA T C H L I N E S T A 8 9 4 + 0 0 , S E E B E L O W PLAN SCALE IN FEET 0 20 40 NE 7 T H P L DUVALL AVENUE NE NE 8 T H S T 9 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 E11 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 E11 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 # DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 903+00 904+00 905+00 906+00 907+00 908+00 STA 903+14, 40.0'RT 899+00 900+00 901+00 902+00 903+00 NE 1 0 T H S T DUVALL AVENUE NE 5 L091 PLAN SCALE IN FEET 0 20 40 4 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 DIVISIONRECORD DRAWINGS 02/22/2021 E2 69 MEK MEK MA T C H L I N E S T A 9 0 8 + 0 0 , S E E S H E E T E 3 MA T C H L I N E S T A 9 0 3 + 0 0 , S E E A B O V E MA T C H L I N E S T A 9 0 3 + 0 0 , S E E B E L O W MA T C H L I N E S T A 8 9 8 + 5 0 , S E E S H E E T E 1 L06 1 4 L071 4 L081 3 L101 3 PLAN SCALE IN FEET 0 20 40 L111 4 L12 DUVALL AVENUE NE NE 9 T H S T 4 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 10 2 2 2 2 8 21 21 1 7 5 C-LINE C-LINE ELECTRICAL NOTES: CONSTRUCT DECORATIVE LUMINAIRE, POLE AND FOUNDATION. SEE LUMINAIRE SCHEDULE ON SHEET E11 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. REMOVE EXISTING LIGHT STANDARD, FOUNDATION AND ADJACENT JUNCTION BOX. SALVAGE LIGHT STANDARD TO CITY. 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. COORDINATE WORK WITH CITY SPLICE NEW STREET LIGHT WIRING TO EXISTING ILLUMINATION WIRING IN EXISTING JUNCTION BOX. REMOVE EXISTING LIGHT STANDARD AND FOUNDATION. SALVAGE LIGHT STANDARD TO CITY. 1 3 4 5 7 9 11 12 14 17 22 CS 24 11 11 11 8 8 GENERAL NOTES: 1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. 2.UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3.ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 5.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423. 6.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. ELECTRICAL LEGEND: JUNCTION BOXES (WSDOT TYPES 1, 2, 8) DECORATIVE ROADWAY POLE AND LUMINAIRE STREET LIGHT TYPE PS SIGNAL POLE PEDESTRIAN PUSH BUTTON SIGNAL POLE SIGNAL POLE W/ LUMINAIRE PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR CONTROLLER CABINET SERVICE CABINET SMALL CABLE VAULT POWER POLE FLASHING BEACON SIGN ASSEMBLY RADAR SPEED SIGN CONDUIT (SEE WIRE SCHEDULE) POLE IDENTIFIER CONDUIT/WIRE NOTE SEE WIRE SCHEDULE ON SHEET E11 ELECTRICAL NOTE # # # LIGHT STANDARD REMOVAL AND RELOCATION MEK 3/15/20221 24 1 1 1 1 ELECTRICAL PLAN REVISIONS TLS 08/08/20232 1 2 2 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 913+00 914+00 915+00 916+00 917+00 918+00 908+00 909+00 910+00 911+00 912+00 913+00 MA T C H L I N E S T A 9 1 8 + 0 0 , S E E S H E E T E 4 MA T C H L I N E S T A 9 1 3 + 0 0 , S E E A B O V E DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 MA T C H L I N E S T A 9 0 8 + 0 0 , S E E S H E E T E 2 MA T C H L I N E S T A 9 1 3 + 0 0 , S E E B E L O W DUVALL 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 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 E11 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 E11 ELECTRICAL NOTE # # # ELECTRICAL PLAN REVISIONS TLS 08/08/20231 1 COIL UP 1,000 LF OF FIBER IN THE FO VAULT FOR FUTURE TO NEW SIGNAL AT NE 10TH 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 6' C H A I N L I N K 918+00 919+00 920+00 921+00 922+00 923+00 STA 922+90, 39.5'LT 923+00 924+00 925+00 926+00 927+00 928+00 M A T C H L I N E S T A 9 2 3 + 0 0 , S E E A B O V E DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 L22 1 2 L23 12 8 8 MA T C H L I N E S T A 9 1 8 + 0 0 , S E E S H E E T E 3 MA T C H L I N E S T A 9 2 3 + 0 0 , S E E B E L O W NE 1 2 T H S T DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 L201 3 1 2 L19 L211 3 8 SEE SHEET E6 13 15 MA T C H L I N E S T A 9 2 8 + 0 0 , S E E S H E E T E 5 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 DIVISIONRECORD DRAWINGS 02/22/2021 E4 71 MEK MEK 1 3 L18 1 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 E11 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 E11 ELECTRICAL NOTE # # # ELECTRICAL PLAN REVISIONS TLS 08/08/20231 LEAVE 100' OF SLACK IN THE 72CT CABLE (DO NOT CUT) AND CONTINUE TO 10TH & DUVALL INSTALL A 72CT DROP FROM THE SIGNAL CABINET TO THE 25TA VAULT. LEAVE 50' OF SLACK IN THE VAULT.CITY CREW WILL INSTALL A SPLICE ENCLOSURE AND SPLICE THE CABLES. LEAVE 1,00 FEET OF CABLE AT FO VAULT AT STA 911+25 LT 1 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 928+00 929+00 929+71 DUVALL AVENUE NE PLAN SCALE IN FEET 0 20 40 19 PLAN SCALE IN FEET 0 20 40 MA T C H L I N E S T A 9 2 8 + 0 0 , S E E S H E E T E 4 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 DIVISIONRECORD DRAWINGS 02/22/2021 E5 72 MEK MEK 16 18 16 16 EX SVC SC06821 ELECTRICAL PLAN STA 928+00 TO END AND BEGIN TO STA 52+60 SHEET 5 OF 10 1 - DETAIL NO SCALE TA-25 VAULT FIBER MODIFICATIONS NE 4 T H S T 3 7 4 9 9 9 9 9 23 7 11 0 DUVALL AVENUE NE N E S U N S E T B L V D C-LINE ELECTRICAL NOTES: INSTALL JUNCTION BOX WITH SLIP RESISTANT LID AT FINISHED GRADE IN SIDEWALK. INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE LOCATION SHOWN, PER COR STD PLAN 120. INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX. EXISTING UTILITY POLE (PSE) AND LUMINAIRE TO REMAIN. REMOVE EXISTING ILLUMINATION AND RADAR SIGN CIRCUIT WIRE AND USE CONDUIT FOR NEW FIBER. IN EXISTING TA-25 VAULT, SPLICE FIBER PER DETAIL 1, THIS SHEET. COORDINATE WORK WITH CITY. REMOVE EXISTING JUNCTION BOX. DISCONNECT EXISTING RADAR SPEED SIGN CIRCUIT WIRE AND REMOVE WIRE FROM EXISTING SERVICE. ROUTE FIBER THROUGH SERVICE CABINET FOR CONNECTION AT TA-25 VAULT AT NE CORNER OF INTERSECTION. 3 4 7 9 16 18 19 21 CS 9 GENERAL NOTES: 1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. 2.UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3.ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 5.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425) 430-7423. 6.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. ELECTRICAL LEGEND: JUNCTION BOXES (WSDOT TYPES 1, 2, 8) DECORATIVE ROADWAY POLE AND LUMINAIRE STREET LIGHT TYPE PS SIGNAL POLE PEDESTRIAN PUSH BUTTON SIGNAL POLE SIGNAL POLE W/ LUMINAIRE PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR CONTROLLER CABINET SERVICE CABINET SMALL CABLE VAULT POWER POLE FLASHING BEACON SIGN ASSEMBLY RADAR SPEED SIGN CONDUIT (SEE WIRE SCHEDULE) POLE IDENTIFIER CONDUIT/WIRE NOTE SEE WIRE SCHEDULE ON SHEET E11 ELECTRICAL NOTE # # # ELECTRICAL PLAN REVISIONS TLS 08/08/20231 1 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 920+00 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 E9 . 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 E11. 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 DIVISIONRECORD DRAWINGS 02/22/2021 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. CS NE 1 2 T H S T DUVALL 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 E11 ELECTRICAL NOTE SIGNAL CONSTRUCTION NOTE # # # # SIGNAL PLAN REVISIONS TLS 08/08/20231 72CT DROP TO THE SIGNAL CABINET LEAVE 50' OF SLACK IN THE FIBER VAULT 100 LEAVE 1,000 FEET OF CABLE AT FO VAULT AT STA 911+25LT 72CT TO 10TH & DUVALL 72CT FROM NE CORNER OF SUNSET & DUVALL LEAVE 1,000 FEET OF SLACK IN THE FIBRE VAULT. DO NOT CUT CABLE 1 08/31/2023 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS *** LEGEND 90° 90 ° E1 90° 0°180° 270° E2 E1 R O A D W A Y LOCATION STATION ANCHOR BOLT PLATE h i i 85° E E 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 D DC 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. O F F S E T L I N E 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- 2 0 . 1 1 N/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 D E1 E2 F G1 G2 H I J 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 DIVISIONRECORD DRAWINGS 02/22/2021 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 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 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 DIVISIONRECORD DRAWINGS 02/22/2021 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" M I N NOTES: 1.MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2.PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 3.ANCHOR BOLTS AND THEIR SPACING TO MATCH EXISTING CONTROLLER AND SERVICE CABINET. 4.CONDUIT SIZES/QUANTITIES FOR THE CONTROLLER AND CONTACTOR CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. 5.CONCRETE SHALL BE 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 " V E R T I C A L 1'-2" HORIZ. REINFORCEMENT BAR DIAGRAM 4 PIECES PLAN VIEW 6"24"18"WIDTH +1" CONTROLLER CABINET WIDTH +1" DE P T H + 2 " (T Y P ) 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) DE P T H + 2 " #4 HOOPS FR O N T BA C K FRONT SIDE 2DETAIL NO SCALE ELECTRICAL TRENCH 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 SUBGRADE 24 " M I N 3" 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) 1DETAIL NO SCALE COMBINATION TRAFFIC CONTROLLER/BBS/ELECTRICAL SERVICE CABINETS FOUNDATION 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 " M I N FIBER OPTIC CONDUIT(S) PER PLANS CS DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS E9 76 APM APM NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:PU2141779045-IL-E9.dwg CITY OF RENTON BY:DATE: APPROVED FOR CONSTRUCTION ___________________________________DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 2141779045 CMC FEB 2021 94 DUVALL AVE NE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T. 253.604.6600 F. 253.604.6799 www.parametrix.com PUBLIC WORKS DEPARTMENT TRANSPORTATION DIVISIONRECORD DRAWINGS 02/22/2021 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 39.5' LT FROM LUMINAIRE SCHEDULE ON SHEET E11 ℄ SHAFT 4' - 0 " 7' - 0 " 1'-0" SH A F T DI A M E T E R 6" 6" 3 8" PREMOLDED JOINT FILLER RECTANGULAR SECTION CIRCULAR SECTION BEYOND PLAN ℄ SHAFT EXISTING GRADE VARIES TOP OF SHAFT SEE TABLE 2 FOR ELEVATION BOTTOM OF SHAFT SEE TABLE 2 FOR ELEVATION FINISHED GRADE VARIES HE I G H T V A R I E S SE E T A B L E 1 OPTIONAL CONSTRUCTION JOINT BOTTOM OF SHAFT SEE TABLE 2 FOR ELEVATION ℄ SHAFT EXISTING GRADE VARIES 1'-0" MAX 3'-0" 7' - 0 " LUMINAIRE CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. TOP OF SHAFT SEE TABLE 2 FOR ELEVATION PLAN PLAN PLAN 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 WIDTH VARIES 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 5' - 0 " M I N . CS JUNCTION BOX TABLE 2. FOUNDATION SHAFT ELEVATION AND SIDEWALK COORDINATION 4'-0" MIN (SEE PLANS) 4'-0" MIN (SEE PLANS) 4'-0" MIN (SEE PLANS) 1 LIGHT STANDARD REMOVAL AND RELOCATION MEK 3/15/2022 1 2 2 FWD 29 - SHORTEN EIGHT STREET LIGHT POLES TLS 9/30/2022 5' PER RS3 33' LT TO BACK OF CURB 38'LT TO FACE OF FOUNDATION 2 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 08/31/2023 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 899+55.0 39.5' 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+43.1 35.7' 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 E10 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 DIVISIONRECORD DRAWINGS 02/22/2021 E10 77 MEK MEK WIRE AND LUMINAIRE 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 1 2"2 X #8 2 2"2 X #8 3 2"2 X #8 4 2"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"2 2 2 16 2"2 1 17 3"4 2 2 1 18 EX 3"3 X #2 (4) 19 2"2 X #8 20 EX 2"1 21 EX 2"2 X #8 22 2"1 1 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 x 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 LIGHT STANDARD REMOVAL AND RELOCATION MEK 3/15/2022 03/15/2022 1 1 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 897+00 898+00 899+00 900+00 901+00 902+00 892+00 893+00 894+00 895+00 896+00 897+00 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 DIVISIONRECORD DRAWINGS 02/22/2021 MA T C H L I N E S T A 8 9 7 + 0 0 S E E A B O V E MA T C H L I N E S T A 9 0 2 + 5 0 S E E S H E E T L S 2 PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE NE 9 T H S T DUVALL AVENUE NE LS1 78 DCS DSB PLANTING PLAN BEGIN PROJECT TO STA 902+50 SHEET 1 OF 9 MA T C H L I N E S T A 8 9 7 + 0 0 S E E B E L O W NE 8 T H S T NE 7 T H P L 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) CONTRACTOR TO MATCH PLANT SPECIES IN THIS AREA AND RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO EXISTING CONDITIONS 1 1 RFI 26 - REVISE HATCH TLS 10/22 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 903+00 904+00 905+00 906+00 907+00 908+00 908+00 909+00 910+00 911+00 912+00 913+00 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 DIVISIONRECORD DRAWINGS 02/22/2021 MA T C H L I N E S T A 9 0 8 + 0 0 S E E B E L O W MA T C H L I N E S T A 9 0 8 + 0 0 S E E A B O V E MA T C H L I N E S T A 9 1 3 + 0 0 S E E S H E E T L S 2 PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE NE 1 0 T H S T DUVALL AVENUE NE LS2 79 MA T C H L I N E S T A 9 0 2 + 5 0 PLANTING 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) CONTRACTOR TO MATCH PLANT SPECIES IN THIS AREA AND RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO EXISTING CONDITIONS DCS DSB 1 RFI 26 - REVISE HATCH TLS 10/22 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 1 913+00 914+00 915+00 916+00 917+00 918+00 918+00 919+00 920+00 921+00 922+00 923+00 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 DIVISIONRECORD DRAWINGS 02/22/2021 MA T C H L I N E S T A 9 1 8 + 0 0 , S E E B E L O W MA T C H L I N E S T A 9 1 8 + 0 0 , S E E A B O V E MA T C H L I N E S T A 9 2 3 + 0 0 , S E E S H E E T L S 4 MA T C H L I N E S T A 9 1 3 + 0 0 , S E E S H E E T L S 2 PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 NE 1 2 T H S T DUVALL 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) CONTRACTOR TO MATCH PLANT SPECIES IN THIS AREA AND RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO EXISTING CONDITIONS DCS DSB 1 1 BACK OF SIDEWALK RESTORATION & LEGEND DSB 07/08/22 07/11/2022 2 RFI 26 - REVISE HATCH TLS 10/22 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 2 923+00 924+00 925+00 926+00 927+00 928+00 51+00 52+00 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 DIVISIONRECORD DRAWINGS 02/22/2021 DCS DSB M A T C H L I N E S T A 9 2 3 + 0 0 , S E E S H E E T L S 3 PLAN 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 1 SEE RESTORATION AREA IN REVISED PLANT MATERIAL LIST ON LS8. PLANT GROUPINGS OF 5-7 OF EACH PLANT SPECIES DISPERSED EVENLY THROUGH AREA 1 BACK OF SIDEWALK RESTORATION & LEGEND DSB 07/08/22 1 07/20/2022 PERSIAN PARROTIA 2 2 BACK OF SIDEWALK RESTORATION & LEGEND DSB 07/20/22 3 RFI 26 - REVISE HATCH TLS 10/22 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 3 897+00 898+00 899+00 900+00 901+00 902+00 892+00 893+00 894+00 895+00 896+00 897+00 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 DIVISIONRECORD DRAWINGS 02/22/2021 82 DCS DSB MA T C H L I N E S T A 9 0 8 + 0 0 S E E A B O V E MA T C H L I N E S T A 9 0 2 + 5 0 S E E S H E E T L S 2 PLAN SCALE IN FEET 0 20 40 PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE NE 9 T H S T DUVALL AVENUE NE LS5 82 IRRIGATION PLAN STA 891+50 TO STA 902+50 SHEET 5 OF 9 MA T C H L I N E S T A 8 9 7 + 0 0 S E E B E L O W NE 8 T H S T 1.REFER TO IR2B FOR CONSTRUCTION NOTES, DETAILS, AND IRRIGATION EQUIPMENT LISTS. REFER TO SEPARATE WRITTEN SPECIFICATIONS FOR DETAILED IRRIGATION SYSTEM INFORMATION. 2.PLAN IS DIAGRAMMATIC. VARIATION IN HEAD LOCATIONS ON PLANS IS FOR THE SAKE OF GRAPHIC CLARITY. LOCATION OF IRRIGATION MAINLINE, LATERALS & SLEEVING ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS. 3.CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. DESIGNER RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST. ADJUST HEAD POSITIONS AND ADD OR DELETE HEADS AS NECESSARY DEPENDING ON ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL VERIFY DESIGN PRESSURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK. IRRIGATION LATERAL LINE - VARIES PROPOSED IRRIGATION MAINLINE - 112" DIA. IRRIGATION SLEEVE - 6" DIA. ZONE VALVE MANUAL DRAIN VALVE SHEET NOTES: LEGEND IRRIGATION NOZZLE LEGEND 1806 - VAN 1806 - 12H P.O.C. @ PROPOSED 1" IRRIGATION METER - FIELD VERIFY LOCATION. STATIC PRESSURE = 70 PSI. CONTRACTOR TO VERIFY PRESSURE PRIOR TO COMMENCING CONSTRUCTION. LOCATE METER IN MEDIAN BACK OF CURB PLAN IS DIAGRAMMATIC - LOCATE PIPING & EQUIPMENT IN ADJACENT MEDIAN BACK OF CURB DCS DSB PLAN IS DIAGRAMMATIC - LOCATE PIPING & EQUIPMENT IN ADJACENT MEDIAN BACK OF CURB DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 908+00 909+00 910+00 911+00 912+00 913+00 903+00 904+00 905+00 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 DIVISIONRECORD DRAWINGS 02/22/2021 83 DCS DSB MA T C H L I N E S T A 9 1 3 + 0 0 S E E S H E E T L S 7 PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE 1.REFER TO IR2B FOR CONSTRUCTION NOTES, DETAILS, AND IRRIGATION EQUIPMENT LISTS. REFER TO SEPARATE WRITTEN SPECIFICATIONS FOR DETAILED IRRIGATION SYSTEM INFORMATION. 2.PLAN IS DIAGRAMMATIC. VARIATION IN HEAD LOCATIONS ON PLANS IS FOR THE SAKE OF GRAPHIC CLARITY. LOCATION OF IRRIGATION MAINLINE, LATERALS & SLEEVING ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS. 3.CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. DESIGNER RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST. ADJUST HEAD POSITIONS AND ADD OR DELETE HEADS AS NECESSARY DEPENDING ON ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL VERIFY DESIGN PRESSURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK. IRRIGATION LATERAL LINE - VARIES PROPOSED IRRIGATION MAINLINE - 112" DIA. IRRIGATION SLEEVE - 6" DIA. ZONE VALVE MANUAL DRAIN VALVE SHEET NOTES: LEGEND IRRIGATION NOZZLE LEGEND P.O.C. @ PROPOSED 1" IRRIGATION METER - FIELD VERIFY LOCATION. STATIC PRESSURE = 70 PSI. CONTRACTOR TO VERIFY PRESSURE PRIOR TO COMMENCING CONSTRUCTION. LOCATE METER IN PLANTER BED. 1806 - VAN PLAN IS DIAGRAMMATIC - LOCATE IRRIGATION PIPING & EQUIPMENT IN ADJACENT MEDIAN BACK OF CURB 1806 - 12H LS6 83 IRRIGATION PLAN STA 902+50 TO 904+00 AND 908+50 TO 913+00 SHEET 6 OF 9 DCS DSB MA T C H L I N E S T A 9 0 2 + 5 0 S E E S H E E T L S 5 PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE P.O.C. @ PROPOSED 1" IRRIGATION METER - FIELD VERIFY LOCATION. STATIC PRESSURE = 70 PSI. CONTRACTOR TO VERIFY PRESSURE PRIOR TO COMMENCING CONSTRUCTION. LOCATE METER IN PLANTER BED. PLAN IS DIAGRAMMATIC - LOCATE IRRIGATION PIPING & EQUIPMENT ADJACENT MEDIAN BACK OF CURB DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS CB#23 913+00 914+00 915+00 916+00 917+00 918+00 919+00 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 DIVISIONRECORD DRAWINGS 02/22/2021 84 DCS DSB LS7 IRRIGATION PLAN STA 913+00 TO END SHEET 7 OF 9 MA T C H L I N E S T A 9 1 3 + 0 0 , S E E S H E E T L S 6 PLAN SCALE IN FEET 0 20 40 DUVALL AVENUE NE PLAN IS DIAGRAMMATIC - LOCATE IRRIGATION PIPING & EQUIPMENT IN ADJACENT MEDIAN BACK OF CURB MA T C H L I N E S T A 9 2 3 + 0 0 , S E E B E L O W DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 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 DIVISIONRECORD DRAWINGS 02/22/2021 85 DCS DSB TREE PLANTING AND STAKING DETAIL (CONTAINER/B & B) SHRUB PLANTING DETAILPLANT SPACING DETAIL GENERAL LANDSCAPE NOTES SIZE & SPACINGCOMMON NAMEQTY.BOTANICAL NAME PLANT MATERIAL LIST 'MT. VERNON' LAUREL1555PRUNUS LAUROCERASUS 'MT. VERNON'1 GAL. CONT. @ 12" O.C. 'KELSEY' REDTWIG DOGWOOD884CORNUS SERICEA 'KELSEYII'1 GAL. CONT. @ 2' O.C. 'STARLIGHT' DOGWOOD44CORNUS NUTTALLI X KOUSA 'STARLIGHT'2" CAL., 12-14' MIN. HT., B&B @ 25' O.C. 1 GAL. CONT. @ 2' O.C.'STELLA D' ORO' DAYLILY270HEMEROCALLIS 'STELLA D' ORO' 160 2 GAL. CONT. @ 4' O.C.VARIGATED MAIDEN GRASSMISCANTHUS SINENSIS 'DIXIELAND' 'ABBOTSWOOD' POTENTILLA29POTENTILLA FRUITICOSA 'ABBOTSWOOD'3 GAL. CONT. @ 2' O.C. 1. REFER TO THIS SHEET FOR PLANT INSTALLATION DETAILS. 2. CONTRACTOR IS REQUIRED TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE-OUT. 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS. DAMAGE TO THE EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE CONSTRUCTION OBSERVER AND AT NO COST TO THE OWNER. 5. INSTALL 12" DEPTH IMPORT TOPSOIL TYPE A IN ALL PLANTER STRIPS AND MEDIANS. CONTRACTOR SHALL EXCAVATE ALL PLANTED AREAS TO NATIVE SOIL PRIOR TO TOPSOIL INSTALLATION. THIS EXCAVATION SHALL BE PAID AS "ROADWAY EXCAVATION INCLUDING HAUL". EXCAVATED VOLUME SHALL BE REPLACED WITH SELECT BORROW COMPACTED TO 80% MAX. DENSITY. SEE CIVIL SHEETS FOR PLACEMENT AND GRADING OF SOILS FOR INTERIOR OF MEDIAN. 6. PLANT MATERIALS SHALL MEET STANDARDS SET FORTH IN THE LATEST EDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARD (ANSI Z60.1) AND WASHINGTON STATE STANDARDS FOR NURSERY STOCK ORDER NO. 1627. ALL PLANT MATERIALS SHALL HAVE SUFFICIENT ROOT DEVELOPMENT TO ASSURE SURVIVAL AND HEALTHY GROWTH. CONTAINER GROWN PLANT MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT GROWTH TO HOLD THE SOIL INTACT WHEN REMOVED FROM THE CONTAINER, BUT SHALL NOT BE ROOT BOUND. 7. PRIOR TO BARK MULCH PLACEMENT, ALL SHRUB BED AREAS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE. FOLLOW ALL MANUFACTURER'S APPLICATION INSTRUCTIONS. PRE-EMERGENT HERBICIDE SHALL BE ELANCO XL2G OR APPROVED EQUAL. 8. BARK MULCH SHALL BE INSTALLED TO DEPTH OF 3 INCHES IN ALL NEW PLANTING AREAS. PRIOR TO MULCH PLACEMENT GRADE SHALL BE BROUGHT TO A UNIFORM LINE WITH NO SURFACE IRREGULARITIES. WATERING BERMS AROUND PLANTS SHALL BE HAND COMPACTED AND OF A SMOOTH AND EVEN GRADE PRIOR TO MULCH PLACEMENT. MULCH SHALL BE WATER-COMPACTED UPON PLACEMENT. 9. NO SUBSTITUTIONS SHALL BE CONSIDERED FOR PLANTS OR OTHER MATERIALS DURING THE BIDDING PROCESS. 10. CONTRACTOR SHALL WARRANTY SHRUBS AND GROUNDCOVER FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE HAS BEEN GRANTED. OWNER SHALL THEN ASSUME ALL RESPONSIBILITIES FOR MAINTAINING ALL PLANTS IN A HEALTHY GROWING CONDITION FOR THE LIFE OF THIS PROJECT. 11.LANDSCAPE MATERIALS & QUANTITIES WILL BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS IF NECESSARY. COORDINATE LANDSCAPE CONSTRUCTION AND REVIEWS W/ OWNER'S REPRESENTATIVE. 12. CONTRACTOR SHALL HYDROSEED ALL AREAS DISTURBED DURING CONSTRUCTION. 1135 1 GAL. CONT. @ 18" O.C.'MEDITERRANEAN PINK' HEATHERICA X DARLEYENSIS 'MEDITERRANEAN PINK' SYNTHETIC TURF SECTION GROUNDCOVER PLANTING DETAIL LS8 85 LANDSCAPE DETAILS SHEET 8 OF 9 13 MAHONIA AQUIFOLIUM IN #5-GALLON CURRENTLY 30-37 INCHES IN HEIGHT DCS DSB TYPICAL MEDIAN PLANTING 1 1 PLANT MATERIAL LIST RESTORATION AREA DSB 07/20/22 ALBERTSON'S/STARBUCKS RESTORATION AREA CREEPING ST. JOHN'S WORT105HYPERICUM CALYCINUM 1 GAL. CONT. @ 48" O.C. LOW OREGON GRAPE12MAHONIA NERVOSA 1 GAL. CONT. @ 96" O.C. 'MT. VERNON' LAUREL37PRUNUS LAUROCERASUS 'MT. VERNON'1 GAL. CONT. @ 72" O.C. PERSIAN PARROTIA5PARROTIA PERSICA 3" CAL., 12-14' MIN. HT., B&B, SINGLE STRAIGHT TRUNK 07/20/2022 2 2 REVISE QUANTITIES/SPACING OF RESTORATION PLANTINGS DSB 8/23/22 3 PLANT SUBSTITUTION FOR FILTERRA UNITS TLS 6/15/23 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 3 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 DIVISIONRECORD DRAWINGS 02/22/2021 86 DCS DSB MANUAL DRAIN VALVE ASSEMBLYBALL VALVE QUICK COUPLER VALVE ELECTRIC CONTROL VALVE POP-UP SPRINKLER ASSEMBLY POINT OF CONNECTION SEQUENCING 1. REFER TO THIS SHEET FOR IRRIGATION SYSTEM INSTALLATION DETAILS. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS AND WASHINGTON DEPARTMENT OF TRANSPORTATION PROJECT SPECIFICATIONS (2017). 3. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER. CONTRACTOR SHALL SUPPLY ENGINEER WITH A PROJECT WORK PLAN PER WSDOT 8-02.3(2) FOR APPROVAL PRIOR TO BEGINNING WORK. THE INSTALLATION OF PLANT MATERIAL SHALL NOTE BE ALLOWED UNTIL IRRIGATION LAYOUT & COVERAGE TESTS ARE APPROVED BY ENGINEER. ALL CONSTRUCTION CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY UPON RECOGNITION. 4. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE-OUT. 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE ENGINEER AND AT NO COST TO THE OWNER. 6. ALL PIPING UNDER HARD SURFACES (INCLUDES CONCRETE, ASPHALT, CRUSHED GRAVEL) SHALL BE SLEEVED WITHIN A SCH. 40 PVC CONDUIT EXTENDING 12 INCHES BEYOND HARD SURFACE EDGE AT 24" DEPTH. 7. PIPE SIZE SHALL BE THE SAME ON BOTH SIDES OF VALVES. 8. LOCATE ALL VALVES WITHIN ONE (1) FOOT OF THE MAINLINE. 9. WHERE TWO OR MORE PIPES SHARE THE SAME TRENCH, MAINTAIN A 4" SEPARATION BETWEEN PIPES. DO NOT CROSS PIPES OVER EACH OTHER UNLESS THEY ARE AT 90 DEGREES. 10. IRRIGATION SITE PLAN IS SCHEMATIC. IRRIGATION PLUMBING AND EQUIPMENT SHALL BE INSTALLED IN LAWN OR SHRUB BED AREAS AND WITHIN PROPERTY BOUNDARIES. THE CONTRACTOR SHALL CONSIDER ALL SITE FEATURES IN THE INSTALLATION OF IRRIGATION IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL IRRIGATION EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM. FIELD VERIFY ALL EXISTING EQUIPMENT LOCATIONS AND REPORT ANY INCONSISTENCIES TO LANDSCAPE ARCHITECT. 12. ALL PVC SOLVENT WELDS WILL BE MADE AS A TWO-STEP PROCESS W/ SEPERATE PRIMER AND GLUE APPLICATIONS. ALL GLUE SHALL BE MANUFACTURED FOR IRRIGATION AND CONDUIT ASSEMBLY ONLY. NO "ONE-STEP" GLUE SHALL BE ALLOWED. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO USE. USE. 13. CONTRACTOR SHALL VERIFY ALL LOCATIONS AND SIZES OF IRRIGATION SLEEVES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF ANY ADDITIONAL SLEEVING OR UPSIZING REQUIRED PRIOR TO CONSTRUCTION. POINT OF CONNECTION ASSEMBLY IRRIGATION IMPROVEMENTS - GENERAL NOTES Irrigation Equipment List LS9 86 IRRIGATION DETAILS SHEET 9 OF 9 DCS DSB DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 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 DIVISIONRECORD DRAWINGS 02/22/2021 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. DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 225' MIN. TAPER 350'350'350' 350'350' 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 DIVISIONRECORD DRAWINGS 02/22/2021 TC2 88 DVS CJD NE 4 T H S T TEMPORARY TRAFFIC CONTROL WORKZONE A AND B SHEET 2 OF 8 JLD WORKZONE A W4-2(L) 48"x48" W20-1 48"x48" R11-2 48"x30" R9-11 24"X12" 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: FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZATION DEVICE WORK ZONE TYPE 3 BARRICADE HORIZONTAL RECTANGULAR BLACK ARROW PANEL WITH YELLOW ARROW TRAFFIC FLOW DIRECTION W20-5R 48"x48" G20-2 48"x24" NE 1 0 T H S T DUVALL AVENUE NE NE 9 T H P L WORKZONE B G20-2 48"x24" W20-1 48"x48" W9-2 48"x48" R3-7 36"X36" W/B R3-7 36"X36" W/B 24"X12" R9-11 24"X12" R9-11 24"X12" R9-11 W20-1 36"x36" W20-1 36"x36" 10 0 ' 10 0 ' DUVALL AVE SOUTHBOUND SINGLE LANE CLOSURE SCALE IN FEET 0 40 80 DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 10 0 ' 10 0 ' 10 0 ' 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 DIVISIONRECORD DRAWINGS 02/22/2021 TC3 89 DVS CJD NE 7 T H P L DUVALL AVENUE NE NE 8 T H S T MA T C H L I N E , S E E B E L O W TEMPORARY TRAFFIC CONTROL WORKZONE C SHEET 3 OF 8 JLD WORKZONE C MA T C H L I N E , S E E A B O V E WORKZONE C NE 1 0 T H S T DUVALL AVENUE NE NE 9 T H P L DUVALL AVE NORTHBOUND SINGLE LANE CLOSURE SCALE IN FEET 0 40 80 W20-1 48"x48"W9-2 48"x48" R3-7 36"X36" W/B R3-7 36"X36" W/B 24"X12" R9-11 24"X12" R9-11 G20-2 48"x24" G20-2 48"x24"24"X12" R9-11 W20-7A 36"x36" 24"X12" R9-11 24"X12" R9-11 W5-1 36"x36" W20-1 48"x48" W20-1 48"x48" W3-4 36"x36" 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: FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZATION DEVICE WORK ZONE TYPE 3 BARRICADE HORIZONTAL RECTANGULAR BLACK ARROW PANEL WITH YELLOW ARROW TRAFFIC FLOW DIRECTION 350'350' 10 0 ' 10 0 ' W20-1 36"x36" 70 ' 20' MIN. INTERSECTION CLOSURE LASTING LONGER THAN 24 HOURS REQUIRES CITY APPROVAL. DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 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 DIVISIONRECORD DRAWINGS 02/22/2021 TC4 90 DVS CJD TEMPORARY TRAFFIC CONTROL WORKZONE D SHEET 4 OF 8 JLD WORKZONE D NE 1 0 T H S T DUVALL 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 1 2 T H S T W20-7A 36"x36" W20-1 48"x48" W3-4 36"x36" R9-11 24"X12" R9-11 24"X12" 10 0 ' 10 0 ' 10 0 ' 350'350'350'225' TAPER 450'225' TAPER W4-2(L) 48"x48" W20-1 48"x48" W20-501 48"x48" W4-2(R) 48"x48" W20-5L 48"x48" W20-1 48"x48" 200' TAPER 350'350'350' N E S U N S E T B O U L E V A R D G20-2 48"x24" G20-2 48"x24" NE 9 T H P L W20-1 48"x48" W/B 36"X36" R3-710 0 ' 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: FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZATION DEVICE WORK ZONE TYPE 3 BARRICADE HORIZONTAL RECTANGULAR BLACK ARROW PANEL YELLOW ARROW TRAFFIC FLOW DIRECTION W20-1 48"x48" W20-1 48"x48" 60 ' 80 ' W20-7A 36"x36" 10 0 ' MAINTAIN ACCESS TO LEFT-TURN ONLY LANE 1 0 0 ' W20-1 48"x48" 1 0 0 ' W20-1 48"x48" 25' DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 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 DIVISIONRECORD DRAWINGS 02/22/2021 TC5 91 DVS CJD TEMPORARY TRAFFIC CONTROL WORKZONE E SHEET 5 OF 8 JLD WORKZONE E NE 1 0 T H S T DUVALL AVENUE NE DUVALL AVE SOUTHBOUND HALF ROAD CLOSURE SCALE IN FEET 0 50 100 WORKZONE E DUVALL AVENUE NE NE 1 2 T H S T W20-7A 36"x36" W20-1 48"x48" W3-4 36"x36" R9-11 24"X12" 10 0 ' 10 0 ' 10 0 ' W4-2(L) 48"x48" W20-1 48"x48" MA T C H L I N E , S E E B E L O W MA T C H L I N E , S E E A B O V E W4-2(R) 48"x48" W20-5L 48"x48" 350'350'350' N E S U N S E T B O U L E V A R D G20-2 48"x24" G20-2 48"x24" WORKZONE E DUVALL AVENUE NE 350'350'350' 225' TAPER 200' TAPER TO MAINTAIN RIGHT TURN LANE ACCESS W20-1 48"x48" TEMPORARY WHITE PAVEMENT MARKING TAPE TYPE WIDE DOTTED LINE W20-5R 48"x48" 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: FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZATION DEVICE WORK ZONE TYPE 3 BARRICADE HORIZONTAL RECTANGULAR BLACK ARROW PANEL WITH YELLOW ARROW TRAFFIC FLOW DIRECTION R9-11 24"X12" R9-11 24"X12" 225' TAPER W20-1 48"x48" W20-1 48"x48" W20-1 48"x48" W3-4 36"x36" W20-7A 36"x36" 10 0 ' 10 0 ' 10 0 ' R4-7 24"X30" PROVIDE TEMPORARY RIGHT TURN ARROW AS NEEDED W20-1 48"x48" 1 0 0 ' R3-7 36"X36" W/B W20-1 48"x48" DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 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 DIVISIONRECORD DRAWINGS 02/22/2021 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: FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZATION DEVICE WORK ZONE TYPE 3 BARRICADE HORIZONTAL RECTANGULAR BLACK ARROW PANEL WITH YELLOW ARROW TRAFFIC FLOW DIRECTION NE 7 T H P L DUVALL AVENUE NE NE 8 T H S T MA T C H L I N E , S E E B E L O W WORKZONE F 350'350' W20-1 48"x48"W9-2 48"x48" R3-7 36"X36" W/B G20-2 48"x24" MA T C H L I N E , S E E A B O V E MA T C H L I N E , S E E S H E E T T C 6 WORKZONE F NE 9 T H P L NE 1 0 T H S T DUVALL AVENUE NE R3-7 36"X36" W/B W20-1 48"x48" DUAL ARROW BOARD W20-1 48"x48" W20-1 48"x48" DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS 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 DIVISIONRECORD DRAWINGS 02/22/2021 TC7 93 DVS TEMPORARY TRAFFIC CONTROL WORKZONE F SHEET 7 OF 8 JLD DUVALL AVE MEDIAN CONSTRUCTION CLOSURE SCALE IN FEET 0 40 80 NE 1 2 T H S T W20-1 48"x48" MA T C H L I N E , S E E S H E E T T C 5 WORKZONE F MA T C H L I N E , S E E B E L O W MA T C H L I N E , S E E A B O V E N E S U N S E T B O U L E V A R D G20-2 48"x24" DUVALL AVENUE NE DUVALL AVENUE NE W/B 36"X36" R3-7 350'171' W/B 36"X36" R3-7 W9-2 48"x48" 225' TAPER DUAL ARROW BOARD W20-1 48"x48" W20-1 48"x48" 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: FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZATION DEVICE WORK ZONE TYPE 3 BARRICADE HORIZONTAL RECTANGULAR BLACK ARROW PANEL WITH YELLOW ARROW TRAFFIC FLOW DIRECTION DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS © 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS 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 DIVISIONRECORD DRAWINGS 02/22/2021 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: EXISTING DESIGNATED TRUCK ROUTE PER ORDINANCE NO. 5339 WORKZONE A TEMPORARY SIGN LOCATION DETOUR ROUTE TRAFFIC FLOW DIRECTION WORKZONE A DU V A L L A V E N E UN I O N A V E N E SUNS E T B L V D N E NE 4TH ST M4-4 30"x15" M4-9(R) 30"x24" MO N R O E A V E N E ED M O N D S A V E N E SU N S E T B L V D N E NE 3RD S T M4-4 30"x15" M4-9(R) 30"x24" M4-4 30"x15" M4-9(R) 30"x24" M4-4 30"x15" M4-9(R) 30"x24" DATE: CONSTRUCTION RECORDS REVISED TO CONFORM WITH BY:09/10/2023 DVS