The URL can be used to link to this page

Home My WebLink AboutPlans - SW 43rd StKENT RENTON 80 T H A V E S OA K E S D A L E A V E S W LI N D A V E S W SW 41ST ST SW 39TH ST SW 34TH ST SW 27TH ST SW 29TH ST SPR I N G B R O O K T R A I L 8 0 T H P L S S 186TH PL TA L B O T R D S TA L B O T R D S 9 8 T H A V E S S 32ND ST S 36TH ST S 23RD ST S 37TH ST S 38TH CT SW 23RD ST SW 27TH ST SW 43RD STOA K S D A L E A V E S W 80 T H A V E S 88 T H A V E S LI N D A V E S W E V A L L E Y H W Y SR 1 6 7 TIB # 8-1-102(039)-1 TED4004096 CAG 25-004 APRIL 2025 VOLUME 2 OF 2 VOLUME 2 - CONTRACT PLANS SW 43RD STREET, W C/L TO SR 167 RAMPS SHEET NO.TITLE PROJECT VICINITY NOT TO SCALE PROJECT SITE SW 43RD ST CITY OF RENTON DATE Approved for Construction CITY OF RENTON DATE Approved for Bid Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 R EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 -1 8-2025 BID DOCUMENT COVER SHEET INDEX, SURVEY CONTROL & ALIGNMENT DATA LEGEND & ABBREVIATIONS TYPICAL SECTIONS ROADWAY DETAILS EXISTING CONDITIONS PLAN SITE PREPARATION & TESC PLAN ROADWAY PLAN ROADWAY PROFILES STORM DRAINAGE PLAN & PROFILES STORM DRAINAGE DETAILS CURB RAMP DETAILS SIGNALIZATION PLAN SIGNAL DETAILS CHANNELIZATION & SIGNING PLAN ROW PLAN 1 2 3 4 5-7 8-14 15-21 22-28 29-35 36-49 50-52 53-60 61-68 69 70-76 77 BEFORE YOU DIG 811 CALL 2 DAYS TRAFFIC CONTROL PLANS POTHOLE PLANS PROJECT AREA RECORD DRAWINGS 1-22 23-29 X-X VOLUME 2 - APPENDICES SHEET NO.TITLE 30 0 30 1 30 2 302 202 200 20 1 20 2 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 SW 43RD ST 80 T H A V E S SW 43RD ST OA K E S D A L E A V E S W L1 L2 L3 L4 L9 L1 0 31076064 BEGIN N 164120.38 E 1292253.42 HORIZONTAL AND VERTICAL DATUM HORIZONTAL DATUM:NAD 83/91 PER CITY OF RENTON POINTS 593 AND 1227 VERTICAL DATUM NAVD 88 PER CITY OF RENTON POINTS 593 AND 2109 HORIZONTAL AND VERTICAL DATUMS ESTABLISHED BY RTK GPS OBSERVATION UTILIZING WSRN (WASHINGTON STATE REFERENCE NETWORK) WITH CHECKS TO CITY OF RENTON CONTROL POINTS AS DESCRIBED ABOVE SW 43RD ST ℄ ALIGNMENT DATA NUMBER L1 L2 L3 L4 L5 L6 L7 L8 START STA 10+00.00 25+45.06 27+95.16 28+40.07 39+46.62 50+53.17 60+57.30 70+57.31 NORTHING 164120.38 164081.22 164075.55 164074.78 164047.35 164019.92 163996.36 163980.11 EASTING 1292253.42 1293797.98 1294048.02 1294092.92 1295199.13 1296305.34 1297309.20 1298309.07 LENGTH 1545.06' 250.10' 44.91' 1106.55' 1106.55' 1004.13' 1000.00' 342.73' BRNG/DELTA S 88°32'51" E S 88°42'03" E S 89°00'44" E S 88°34'47" E S 88°34'47" E S 88°39'19" E S 89°04'09" E S 88°08'34" E 7 0 0 7 0 1 7 0 2 703 804 800 801 8 02 803 804 50 0 50 1 50 2 502 402 400 40 1 40 2 7441424344454647484950515253545556575859606162636465666768697071727374 LI N D A V E S W 88 T H A V E S E V A L L E Y H W Y S R 1 6 7 O N - R A M P SR 1 6 7 O F F - R A M P 606 600 601 60 2 603 604 605 L5 L6 L7 L8 L1 1 L1 2 L13 L14 L15 L16 L17 C19027 15062541 6938 6981 9001 90039014 9015 END N 163969.00 E 1298651.61 SW 43RD STSW 43RD ST SR 167 ON-RAMP ℄ ALIGNMENT DATA NUMBER L14 START STA 700+00.00 NORTHING 164275.65 EASTING 1298268.53 LENGTH 300.00' BRNG/DELTA S 9°33'06" E 80TH AVE S ℄ ALIGNMENT DATA NUMBER L10 START STA 200+00.00 NORTHING 164074.85 EASTING 1294088.51 LENGTH 250.00' BRNG/DELTA S 1°47'12" W 88TH AVE S ℄ ALIGNMENT DATA NUMBER L12 START STA 400+00.00 NORTHING 164019.82 EASTING 1296309.58 LENGTH 250.00' BRNG/DELTA S 1°14'15" W EAST VALLEY HWY ℄ ALIGNMENT DATA NUMBER L13 START STA 600+00.00 NORTHING 164235.33 EASTING 1297490.56 LENGTH 600.00' BRNG/DELTA S 37°11'46" W LIND AVE SW ℄ ALIGNMENT DATA NUMBER L11 START STA 500+00.00 NORTHING 164269.88 EASTING 1296309.85 LENGTH 250.00' BRNG/DELTA S 1°01'56" W OAKSDALE AVE SW ℄ ALIGNMENT DATA NUMBER L9 START STA 300+00.00 NORTHING 164324.77 EASTING 1294101.27 LENGTH 250.13' BRNG/DELTA S 1°54'47" W SR 167 OFF-RAMP ℄ ALIGNMENT DATA NUMBER L15 C1 L16 L17 START STA 800+00.00 800+56.64 802+50.13 803+27.88 NORTHING 163979.63 163923.17 163751.34 163699.72 EASTING 1298324.06 1298319.50 1298241.61 1298183.47 LENGTH 56.64' 193.49' 77.75' 122.13' BRNG/DELTA S 4°37'11" W 44°30'21" S 48°23'51" W S 44°59'07" W RADIUS 249.09' PI STA 801+58.56 TAN 101.92' CONTROL POINT TABLE POINT 3 107 1506 2541 6064 6938 6981 9001 9003 9014 9015 9027 NORTHING 164075.55 164144.20 163996.39 164063.12 164129.04 163980.21 164027.62 164034.28 164008.11 163974.39 163928.32 163951.68 EASTING 1294048.02 1292469.41 1297308.98 1296253.64 1293314.36 1298308.90 1295382.32 1297830.18 1299002.39 1298666.95 1298570.22 1297230.59 ELEV 22.74 23.24 24.05 21.80 25.36 83.58 20.19 52.29 121.41 96.78 93.54 24.50 DESC FOUND MON IN CASE FOUND SPIKE FOUND PIN IN 4"x4" CONC FOUND SURFACE MON FOUND SURFACE MON FOUND PIN IN 4"x4" CONC FOUND MON IN CASE FOUND WSDOT 3" BRASS DISK FOUND SURFACE MON FOUND MON IN CASE FOUND KING COUNTY FOUND MAG NAIL CO N T I N U A T I O N - S E E A B O V E CO N T I N U A T I O N - S E E B E L O W DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015INDX.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 I N D X . d w g 4/ 1 8 / 2 0 2 5 2 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 GENERAL SHEET INDEX, SURVEY CONTROL & ALIGNMENT DATA 220015 77 15 22 36 53 611623711724 72 18 25 73 19 26 54 18 25 43 73 55 63 7456 20 27 57 65 7558 21 28 59 67 7660 NOTES 1.THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR CIVIL ENGINEERING DESIGN. THIS IS NOT A BOUNDARY SURVEY. SOURCES OF BOUNDARY INFORMATION AS SHOWN INCLUDE FIELD-TIED MONUMENTATION, PLATS, COUNTY RECORDS OF SURVEY, AND AUDITOR INDEXING INFORMATION. 2.EXISTING UNDERGROUND DRY UTILITY SYSTEMS WERE NOT LOCATED FOR THIS PHASE OF THE PROJECT. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 3.FIELD SURVEY: KPG, JULY & NOVEMBER 2020. NOVEMBER 2023. LICENSEE MICHAEL R. BOWEN, P.L.S. NO. 29294/RONALD D. REICHEL, P.L.S. NO. 38015. 4.CONTOUR INTERVAL = 1 FOOT, ±0.5 FOOT PER NATIONAL MAPPING STANDARDS. CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS. "EG-COMBINED" SURFACE REPRESENTS DATA FROM "EG-PSOMAS" IN THIS DRAWING TO 170 FEET EAST OF THE CENTER OF THE SW 43RD ST AND LIND AVE SW INTERSECTION, AND FROM DRAWING PU2149771048-BA RECEIVED FROM PARAMETRIX EAST OF THAT. 5.STORM AND SEWER CONNECTIONS ARE DRAWN FROM CENTER OF LID TO CENTER OF LID. 6.ADDITIONAL BASEMAPS FROM PARAMETRIX, FEBRUARY 2023. SHEET LEGEND SIGNALIZATION PLANS CHANNELIZATION AND SIGNING PLANS SITE PREPARATION AND TESC PLANS ROADWAY PLAN STORM DRAINAGE PLAN AND PROFILES INTERSECTION AND CURB RAMP PLANS # # # # # # 7037 38 39 40 41 42 44 45 46 47 48 49 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015LEG.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 L E G . d w g 4/ 1 8 / 2 0 2 5 2 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 GENERAL LEGEND & ABBREVIATIONS 320015 77 TELEPHONE MANHOLE TELEPHONE RISER TELEPHONE VAULT LID TELEPHONE POLE TV VAULT LID FIBER OPTIC MANHOLE GAS VALVE GAS METER WATER VALVE WATER METER WATER MANHOLE FIRE HYDRANT FIRE DEPARTMENT CONNECT UTILITY VAULT LID (GENERIC/UNKNOWN) UTILITY ACCESS (GENERIC/UNKNOWN) BORE SITE (WITH FIELD DESCRIPTION) BOULDER SIGN MAILBOX SHRUB GRASS DECIDUOUS TREE, DIAM. IN INCHES (# OF TRUNKS) CONIFEROUS TREE, DIAM. IN INCHES (# OF TRUNKS) PAINTED POWER PAINTED TELEPHONE PAINTED FIBER OPTIC PAINTED TV PAINTED WATER PAINTED GAS STORM SEWER FENCE HEDGE (HEIGHT NOTED) BUILDING PAINTED STRIPE RAISED-BUTTON SOLID STRIPE RAISED-BUTTON SKIP STRIPE EDGE OF PAVEMENT FLOWLINE CONTOUR EXISTING RIGHT-OF-WAY LINE PROPERTY LINE CONCRETE GRAVEL BRICK METAL GRATE MONUMENT IN CASE SURFACE MONUMENT REBAR & CAP SPOT SHOT (DESCRIBED) CATCH BASIN STORM DRAIN MANHOLE YARD DRAIN DOWNSPOUT STORM DRAIN CLEAN-OUT SEWER MANHOLE SEWER CLEAN-OUT POWER POLE POWER POLE WITH UG CONNECT POWER VAULT LID POWER TRANSFORMER POWER METER POWER OUTLET GUY ANCHOR TRAFFIC SIGNAL WITH LUMINAIRE PEDESTRIAN SIGNAL JUNCTION BOX TYPE 1, 2, 3 TRAFFIC CONTROL CABINET TRAFFIC SERVICE CABINET TRAFFIC ATTENUATOR LOOP STREET LIGHT (LUMINAIRE) LOT LIGHT YARD LIGHT P T T FO TV W U MIC MON RC SD SS T U DT12(3) CT12(3) TR ••••••••••••••••• •••••••••••• EXISTING LEGEND ABBREVIATIONS (X) AC ASPHALT CONCRETE ACP ASPHALT CONCRETE PAVEMENT ADA AMERICANS WITH DISABILITIES ACT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AP ANGLE POINT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY APPROX APPROXIMATE BLDG BUILDING BOSW BACK OF SIDEWALK BOT BOTTOM CB CATCH BASIN CCP CEMENT CONCRETE PAVEMENT CDF CONTROLLED DENSITY FILL CHLK CHAINLINK ℄ CENTERLINE CL CLASS CO CLEANOUT COK CITY OF KENT COL COLUMN CONC CONCRETE CONC CONCRETE COR CITY OF RENTON CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DI DUCTILE IRON DIA DIAMETER DW/DWY DRIVEWAY E EAST OR EASTING EA EACH EG EXISTING GRADE ELEV ELEVATION EOP EDGE OF PAVEMENT EW EACH WAY EX, EXIST EXISTING EXP EXPOSURE FF FINISHED FLOOR FG FINISHED GRADE FL FLOW LINE FO FIBER OPTIC FOC FACE OF CURB HMA HOT MIX ASPHALT HORIZ HORIZONTAL HP HIGH POINT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH/INCHES JB JUNCTION BOX L LENGTH LT LEFT LF LINEAR FEET LP LOW POINT MAX MAXIMUM MIN MINIMUM MH MANHOLE MIC MONUMENT IN CASE MJ MECHANICAL JOINT MON MONUMENT N NORTH OR NORTHING NAVD NORTH AMERICAN VERTICAL DATUM NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PC POINT OF CURVE PCC POINT OF COMPOUND CURVATURE PCCP PERVIOUS CEMENT CONCRETE PAVEMENT PI POINT OF INTERSECTION POB POINT OF BEGINNING POE POINT OF ENDING PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE OR POINT OF VERTICAL CURVATURE PVT POINT OF VERTICAL TANGENT PVI POINT OF VERTICAL INTERSECTION R RADIUS ROW RIGHT OF WAY RT RIGHT S SLOPE OR SOUTH SD STORM DRAIN SDMH STORM DRAIN MANHOLE SE SOUTHEAST SHT SHEET SQ SQUARE SR STATE ROUTE SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD STCR STRUCTURE SW SOUTHWEST TOC TOP OF CURB TYP TYPICAL VERT VERTICAL W WEST WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION YD YARD DRAIN PROPOSED LEGEND PAVEMENT OVERLAY CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) CB TYPE 1 OR CONC INLET CB TYPE 2 WITH RECTANGULAR FRAME STORM PIPE WITH DIRECTION OF FLOW TYPE I OR TYPE PS SIGNAL POLE TYPE PPB SIGNAL POLE WITH PPB JUNCTION BOX TYPE 1, 2, 8 TRAFFIC SIGNAL CONTROLLER CABINET CONDUIT VEHICLE BOLLARD REMOVE CONCRETE (ON SITE PREPARATION PLANS) REMOVE ASPHALT PAVEMENT (ON SITE PREPARATION PLANS) PLANING BITUMINOUS PAVEMENT (ON SITE PREPARATION PLANS) CURB AND GUTTER REMOVAL (ON SITE PREPARATION PLANS) INLET PROTECTION PER COR STD PLN 216.30 CUT LINE (TYP) FILL LINE (TYP) SAWCUT LINE GEOTEXTILE FABRIC 1.SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. 2.ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3.IF UNSUITABLE FOUNDATION IS ENCOUNTERED THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH GRAVEL BORROW OR AS DIRECTED BY THE ENGINEER. SEE DETAIL, SHEET 5. 4.ACCESS TO PRIVATE PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 5.GRIND OPERATIONS TO BE IMMEDIATELY FOLLOWED WITH OVERLAY PAVING IN SAME SHIFT. NO TRAFFIC TO BE ALLOWED ON MILLED SURFACES. SEE SPECIAL PROVISIONS SECTION 5-04. GENERAL TYPICAL SECTION NOTES SW 43RD ST ROADWAY ℄ VARIES APPROX. STA 10+50 TO STA 43+00 STA 45+50 TO STA 53+00 STA 67+50 TO STA 71+00 LOOKING EAST NTS VARIES TYPICAL SECTION A VARIES EXIST SIDEWALK VARIES EXIST PLANTER VARIES 0' TO 12.0' LEFT-TURN LANE 11.0' THRU LANE 10.0' THRU LANE 11.0' THRU LANE 10.0' THRU LANE 1.5' EXIST CURB AND GUTTER VARIES EXIST SIDEWALK VARIES EXIST PLANTER 1.5' EXIST CURB AND GUTTER 91 SEE ALTERNATE SECTION LEFT FOR AREAS CALLED OUT IN PLANS SEE ALTERNATE SECTION RIGHT FOR AREAS CALLED OUT IN PLANS SW 43RD ST ROADWAY ℄ VARIES APPROX. STA 43+00 TO STA 45+50 LOOKING EAST NTS VARIES TYPICAL SECTION B 12.0' LEFT-TURN LANE 11.0' THRU LANE 22.5' THRU LANE 11.0' THRU LANE 10.0' THRU LANE VARIES EXIST SIDEWALK VARIES EXIST PLANTER 1.5' EXIST CURB AND GUTTERVARIES EXIST SIDEWALK VARIES EXIST PLANTER 1.5' EXIST CURB AND GUTTER 1 9 SEE ALTERNATE SECTION RIGHT FOR AREAS CALLED OUT IN PLANS SEE ALTERNATE SECTION LEFT FOR AREAS CALLED OUT IN PLANS SW 43RD ST ROADWAY ℄ VARIES APPROX. STA 53+00 TO STA 59+25 LOOKING EAST NTS VARIES TYPICAL SECTION C 12.0' LEFT-TURN LANE 11.0' THRU LANE 12.0' THRU LANE 11.0' THRU LANE 10.0' THRU LANE 11.0' RIGHT TURN LANE VARIES EXIST SIDEWALK VARIES EXIST PLANTER 1.5' EXIST CURB AND GUTTERVARIES EXIST SIDEWALK VARIES EXIST PLANTER 1.5' EXIST CURB AND GUTTER 91SEE ALTERNATE SECTION LEFT FOR AREAS CALLED OUT IN PLANS SEE ALTERNATE SECTION RIGHT FOR AREAS CALLED OUT IN PLANS SW 43RD ST ROADWAY ℄ VARIES APPROX. STA 63+50 TO STA 65+30 LOOKING EAST NTS TYPICAL SECTION D PAVEMENT SECTION VARIES, SEE PLAN LEFT-TURN LANE 11.0' THRU LANE 11.0' THRU LANE VARIES VARIES EXIST THRU LANE VARIES EXIST SIDEWALK VARIES EXIST PLANTER 1.5' EXIST CURB AND GUTTER VARIES EXIST SIDEWALK VARIES EXIST PLANTER 1.5' EXIST CURB AND GUTTER 9 10 1 11' EXIST THRU LANE MATERIAL CODE MATERIALS DESCRIPTION 1 HMA CL 12" PG 58-22H OVERLAY. DEPTH VARIES, SEE TYPICAL GRIND AND OVERLAY DETAIL, SHEET 5. 2 2.5" HMA CL 12" PG 58-22H 3 5" HMA CL 12" PG 58-22H 4 18'' CEMENT CONC. CURB & GUTTER 5 4" CRUSHED SURFACING BASE COURSE 6 4" CEMENT CONC. SIDEWALK 7 SAWCUT LINE 8 PLANTER PER LANDSCAPE RESTORATION TABLE, SHEET 5 9 EXIST ROADWAY 10 EXIST CEMENT CONC. ROADWAY # 0.50'2.0' MIN 843 VARIES SIDEWALK 3:1 M A X 3: 1 M A X 1.5% VARIES PLANTER 5 6 7 APPROX. STA 27+40 TO STA 29+25 LOOKING EAST NTS ALTERNATE TYPICAL SECTION RIGHT 5 2 5 0.50'2.0' MIN 8 4 3 VARIES SIDEWALK 3: 1 M A X 3:1 M A X 1.5% VARIES PLANTER 5 6 7 APPROX. STA 27+75 TO STA 29+25 STA 50+80 TO STA 51+20 STA 70+20 TO STA 71+10 LOOKING EAST NTS ALTERNATE SECTION LEFT 5 2 5 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015RD-SEC-DET.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 R D - S E C - D E T . d w g 4/ 1 8 / 2 0 2 5 2 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 TYPICAL SECTIONS ROADWAY TYPICAL SECTIONS 420015 77 PAVEMENT GRIND AND OVERLAY TABLE PROJECT LOCATION STATIONING PAVEMENT GRIND THICKNESS (IN) HMA CLASS 12" PG 58-22H OVERLAY THICKNESS (IN) RAILROAD TRACKS TO OAKSDALE AVE SW STA 10+50 TO STA 49+75 3.5 3.5 (1 LIFT) OAKSDALE AVE SW TO EAST VALLEY HIGHWAY STA 49+75 TO STA 59+75 4.5 4.5 (2 LIFTS) EAST VALLEY HIGHWAY AND SR-167 OVERPASS STA 63+40 TO STA 65+25 AND STA 67+60 TO STA 70+10 3.0 3.0 (1 LIFTS) EAST OF SR-167 TO ON-RAMP INTERSECTION STA 70+10 TO STA 71+25 4.5 4.5 (2 LIFTS) TYPICAL GRIND AND OVERLAY SECTION NTS EXISTING SUBGRADE EXISTING BASE HMA OVERLAY CL. 12" PG 58-22H FOR DEPTH, SEE PAVEMENT GRIND AND OVERLAY TABLE, THIS SHEET TYPICAL CEMENT CONC. SIDEWALK & CURB & GUTTER SECTION NTS 4" CSBC CEMENT CONC. PAVEMENT, 4" DEPTH CEMENT CONCRETE CURB & GUTTER PER WSDOT STD PLAN F-10.12. 6" CSBC COMPACTED SUBGRADE TAPE R S E C T I O N HMA TRANSITION RAMP DETAIL NTS SIDEWALK CEMENT CONCRETE 15' M A X 8.3% MAX 2.0% MAX HMA LANDING 2.0% MAX SLOPE ALL DIRECTIONS 4.0' MIN 4.0' M I N 4" CSBC COMPACTED SUBGRADE 3" HMA CL. 1 2" PG 58-22H CURB & GUTTER HMA RAMP ISOMETRIC VIEW SECTION VIEW AR-4000 SEAL JOINT WITH1'-O" DIG OUT LIMIT FRAME HMA CLASS 1/2" PG 58H-22 EXIST BOX/MANHOLE STRUCTURE ADJUSTMENT DETAIL GRATE OR LID NTS FULL MORTAR JOINT AND TRIM BETWEEN ADJUSTMENT RINGS, STRUCTURE AND FRAME. 1' - 0 " 1 1 0' - 6 " ADJUSTMENT SECTION PER WSDOT STD PLAN B-30.90-02. NOTES: 1.HMA PERIMETER SHALL EXTEND 2" BELOW TOP ADJUSTMENT RINGS 2.UTILITIES WITH CONCRETE COLLAR AROUND STRUCTURE SHALL HAVE CONCRETE REMOVED AND REPLACED WITH HMA 3.ALTERNATE MATERIALS FOR ADJUSTMENT SECTIONS WILL NOT BE ALLOWED PLANTER WHERE SHOWN ON PLANS, SEE RESTORATION TABLE, THIS SHEETRESTORATION TABLE ADJACENT CONDITION RESTORATION COMMENTS GRASS LAWN AREAS SEEDING, FERTILIZING, AND MULCHING OVER 4" MIN TOPSOIL TYPE A FINISH GRADE SHALL BE SMOOTH AND CONSISTENT WITH EXIST GRADE, SLOPE NOT TO EXCEED 3:1 UNLESS APPROVED BY ENGINEER GRAVEL AREAS CSBC PLACE CSBC AT 3" MAX DEPTH FROM EDGE OF PAVEMENT, BOW, OR BACK OF CURB AT FLAT GRADE FOR 2' PLANTER OR MULCHED AREAS 2" BARK OR WOOD CHIP MULCH OVER 4" MIN TOPSOIL TYPE A FINISH GRADE SHALL BE SMOOTH AND CONSISTENT WITH EXISTING GRADE, SLOPE NOT TO EXCEED 3:1 UNLESS APPROVED BY ENGINEER LANDSCAPE RESTORATION DETAIL NTS SEE LANDSCAPE RESTORATION TABLE FOR DEPTHS AND MATERIALS SCARIFY SUBGRADE PAVEMENT REPAIR, SEE PLAN PAVEMENT REPAIR WITH GEOTEXTILE FABRIC SECTION DETAIL NTS FULL-DEPTH SAW CUT GEOTEXTILE FABRIC HMA CL 12" PG 58-22H, DEPTH VARIES, SEE PAVEMENT RESPAIR SECTION DETAIL, THIS SHEET, FOR TOP AND BOTTOM PAVEMENT LAYER DEPTHS. EXISTING SUBGRADE EXCAVATION LIMITS PAVEMENT REPAIR, SEE PLAN VARIES 3"-4.5" HMA CLASS 12" PG 58-22H. TOP PAVEMENT LAYER DEPTH AND LIFTS TO MATCH OVERLAY THICKNESS BY LOCATION PER PAVEMENT GRIND AND OVERLAY TABLE, THIS SHEET. FULL-DEPTH SAW CUT EXISTING SUBGRADE VARIES 3"-4.5" MIN HMA CLASS 12" PG 58-22H BOTTOM PAVEMENT LAYER* EXCAVATION LIMITS 6" MIN CSBC PAVEMENT REPAIR SECTION DETAIL NTS 2.5" HMA CLASS 12" PG 58-22H FULL-DEPTH SAW CUT EXISTING UNSUITABLE FOUNDATION 5" MIN HMA CLASS 12" PG 58-22H EXCAVATION LIMITS 6" MIN CSBC UNSUITABLE FOUNDATION EXCAVATION DETAIL NTS MAX 1' RECYCLED CONCRETE PAVEMENT REPAIR, SEE PLAN 4" HMA CLASS 12" PG 58-22H FULL-DEPTH SAW CUT EXCAVATION LIMITS PAVEMENT REPAIR SECTION AT BRIDGE NTS 4" HMA CLASS 12" PG 58-22H GEOTEXTILE FABRIC EXISTING SUBGRADE 6" MIN CSBC 7.5" MIN PAVEMENT REPAIR SECTION* *NOTE: BOTTOM PAVEMENT LAYER DEPTH VARIES TO MEET 7.5" MIN PAVEMENT REPAIR SECTION DEPTH VARIES 3"-4.5" HMA CLASS 12" PG 58-22H. TOP PAVEMENT LAYER DEPTH AND LIFTS TO MATCH OVERLAY THICKNESS BY LOCATION PER PAVEMENT GRIND AND OVERLAY TABLE, THIS SHEET. VARIES 3"-4.5" MIN HMA CLASS 12" PG 58-22H BOTTOM PAVEMENT LAYER 6" MIN CSBC 7.5" MIN PAVEMENT REPAIR SECTION* *NOTE: BOTTOM PAVEMENT LAYER DEPTH VARIES TO MEET 7.5" MIN PAVEMENT REPAIR SECTION DEPTH DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015RD-SEC-DET.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 R D - S E C - D E T . d w g 4/ 1 8 / 2 0 2 5 2 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY DETAILS 520015 77 GRADE NON-PAVED SURFACES TO 3" BELOW BACK AND SIDES TO KEEP SOILS AWAY FROM SIDEWALK 4" CSBC 6" HIGH-STRENGTH CEMENT CONC SIDEWALK SIDEWALK WIDTH VARIES HIGH-STRENGTH CEMENT CONCRETE SIDEWALK DETAIL NTS DRIPLINE OR AS SHOWN ON PLANS 1' MAX TO LIMIT OF GRADING REMOVABLE 6' HT. CHAIN LINK TREE PROTECTION FENCING EXCAVATION ZONE; SEE TREE RETENTION NOTE 4, THIS SHEET TREE PROTECTION NOTES 1.SIX FOOT HIGH CHAIN LINK FENCE SHALL BE PLACED AROUND DRIPLINE OF TREE TO BE SAVED OR WHERE SHOWN ON PLANS. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2.FENCING MAY BE CONSOLIDATED AROUND GROUPS OF EXISTING TREES TO REMAIN. FENCING SHALL PROTECT ENTIRE REQUIRED AREA OF ALL TREES WITHIN GROUPING. 3.ENGINEER TO APPROVE TREE PROTECTION FENCING LAYOUT PRIOR TO START OF CONSTRUCTION ACTIVITIES. 4.TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION; MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 5.WORK WITHIN PROTECTION FENCE, IF REQUIRED, SHALL BE DONE BY HAND UNDER SUPERVISION OF THE CITY'S ARBORIST. NO STOCKPILE OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMITS OF THE FENCING. 6.PORTIONS OF THE CHAIN LINK FENCE MAY BE MOVED 1/3 INTO THE TREE PROTECTION FENCING AREA IF UNABLE TO PROTECT THE ENTIRE AREA. THIS IS ONLY PERMITTED FOR PORTIONS OF THE TREE PROTECTION FENCING AREA THAT ARE IN CONFLICT WITH CONSTRUCTION ACTIVITIES BASED UPON ENGINEER'S APPROVAL. 7.ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY ENGINEER PRIOR TO START OF CONSTRUCTION ACTIVITIES. 8.ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING LIMITS SHALL BE TAGGED FOR APPROVAL BY ENGINEER, PRIOR TO START OF CONSTRUCTION ACTIVITIES. TREE PROTECTION DETAIL NTS NTS MONOLITHIC CURB AND SIDEWALK DETAIL EXISTING CEMENT CONC. ROADWAY PANELS NOTES: 1.MONOLITHIC SIDEWALK CURBS BOTTOM OF CURB MUST MATCH EXISTING CEMENT CONC ROADWAY. 2.MONOLITHIC CURB AT CURB RAMPS MUST BE POURED PER CURB RAMP DETAIL. 3.NO PAYMENT WILL BE MADE FOR DEMOLITION OR PAVING OF THE OVERCUT AREA. 4.DO NOT OVER-CUT INTO THE EXISTING CEMENT CONCRETE ROADWAY PANELS. 5.WHERE MONOLITHIC CURB IS DEPRESSED AT CURB RAMPS, ALLOW FOR 1 2" LIP BETWEEN ROADWAY AND CURB. FINISHED GRADE CEMENT CONCRETE SIDEWALK, TYP. VEHICULAR BOLLARD PER VEHICULAR BOLLARD MANUFACTURER'S RECOMMENDATION VEHICULAR BOLLARD ∅2 ' LIFTING EYE LIFTING EYE PLAN 1' - 5 3 / 4 " 1' - 6 3 / 4 " 2' - 0 " VEHICULAR BOLLARD DETAIL NTS SECTION 2'-8" SQUARE CONCRETE FOUNDATION VEHICULAR BOLLARD EMBEDMENT STATION/OFFSET REFERENCE POINT LOCATION OF CONCRETE BLOCKOUT AND VEHICULAR BOLLARD CL CL CONCRETE FOUNDATION (BELOW FINISHED GRADE) NTS HIGH-STRENGTH MONOLITHIC CURB AND SIDEWALK DETAIL 3" MAX. ALLOWANCE FOR EXIST PANELS EXISTING CEMENT CONC. ROADWAY PANELS 6" HIGH-STRENGTH CEMENT CONC. SIDEWALK NOTES: 1.MONOLITHIC SIDEWALK CURBS BOTTOM OF CURB MUST MATCH EXISTING CEMENT CONC ROADWAY. 2.MONOLITHIC CURB AT CURB RAMPS MUST BE POURED PER CURB RAMP DETAIL. 3.NO PAYMENT WILL BE MADE FOR DEMOLITION OR PAVING OF THE OVERCUT AREA. 4.DO NOT OVER-CUT INTO THE EXISTING CEMENT CONCRETE ROADWAY PANELS. 5.WHERE MONOLITHIC CURB IS DEPRESSED AT CURB RAMPS, ALLOW FOR 1 2" LIP BETWEEN ROADWAY AND CURB. 1 1.5 6" 4" CSBC 4" CSBC 1 1.5 3" MAX. ALLOWANCE FOR EXIST PANELS 6"CEMENT CONC. MONOLITHIC CURB 4" CEMENT CONC. SIDEWALK CEMENT CONC. MONOLITHIC CURB 1" R1" R 1' M I N 1' M I N 12" DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015RD-SEC-DET.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 R D - S E C - D E T . d w g 4/ 1 8 / 2 0 2 5 2 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY DETAILS 620015 77 COMBINATION CURB RAMP PAY LIMITS NTS HIGH-STRENGTH CEMENT CONCRETE RAMP DETAIL NTS CEMENT CONCRETE SIDEWALK (TYP) PAY LIMITS LEFT WING RIGHT WING LANDING AREA CEMENT CONCRETE TRAFFIC CURB & GUTTER SID E W A L K 6' TYP 6' TYP PLANTER 4" CSBC HIGH-STRENGTH CEMENT CONCRETE CURB RAMP WIDTH VARIES NOTES: 1.CEMENT CONCRETE COMBINATION CURB RAMPS SHALL BE HIGH-STRENGTH CEMENT CONCRETE PER DETAIL, THIS SHEET AND WHERE SHOWN ON CURB RAMP DETAILS, SHEETS 53-60. 6" 1.5 1 12" MEDIAN LAYOUT DETAIL NTS NOTES: 1.MEDIANS SHALL NOT HAVE ANGLE POINTS, USE 1.0' RADII. FOR CURVES WITH RADII SMALLER THAN 1.0', HAND-FORM AND ROUND THE CURVES. HIGH-STRENGTH CEMENT CONCRETE RAMP MEDIAN LAYOUT POINT PC PT DETECTABLE STRIP DETAIL NTS WIDTH OF DETECTABLE WARNING STRIP SHALL BE 1'. NOTE: ·Lengths are continuous based on project requirements. · · Width is per project requirements. GuideStrip is a non-skid product. VARIES - SEE NOTE Dimension B1 B2 H1 H2 B1 B2 Range (in.) 0.90 - 1.20 B1 + 0.20 0.18 - 0.20 0.05 Max SECTION B-B VARIES - SEE NOTE ISOMETRIC VIEW - PARTIALA PLAN B B A CONCRETE SURFACE SECTION A-A INSTALL AS PER MANUFACTURERS RECOMMENDATIONS FOUND AT HTTPS://VANGUARDONLINE.COM OR APPROVED EQUAL. MANUFACTURED BY APPROVED, TRAINED INSTALLERS 3" T Y P 1. 0 ' 1 1 / 2 " H1 H2 HIGH-STRENGTH CEMENT CONCRETE CURB AND GUTTER ADJUST MONUMENT CASE AND COVER NTS 8" NOTES: 1.STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. 2.THE CASTINGS SHALL BE GRAY-IRON CASTINGS, ASTM DESIGNATION A-48, CLASS 40. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. 6" OUTSIDE DIA.1'-0"1'-0" COMPACTED SAND SELECT BACKFILL 100% COMPACTION SEAL JOINT WITH AR-4000 AND DRY SAND AFTER PATCHING HMA CLASS 1/2" PG 58H-22 1 2" LIP BETWEEN ROADWAY GUTTER AND CURB 12" DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015RD-SEC-DET.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 R D - S E C - D E T . d w g 4/ 1 8 / 2 0 2 5 2 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY DETAILS 720015 77 7513 S 180TH ST PARCEL - 1253710060 CITY OF KENT SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC CB 6254 RIM 24.17' CB 6255 RIM 24.21' CB 6256 RIM 22.15'CB 6259 RIM 16.27' CB 6263 RIM 16.21'CB 6264 RIM 20.50' CB 6335 RIM 24.11' U FO SW 43RD ST10+00 11+00 12+00 13+00 14+00 EXIST ROW 7513 S 180TH ST PARCEL - 1253710060 CITY OF KENT SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC CB 5738 RIM 24.33' CB 6100 RIM 24.42'GP GP SSMH 8003 RIM 25.82 IE 17.2 S,E,W @ CL 8" PVC RIM 25.39 CB 8004 IE 23.6 S, 4" PVC U FO SW 43RD ST15+00 16+00 17+00 18+00 19+00 EXIST ROW 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-EC01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - E C 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 9 KFL KFL 04/2025 04/2025 KPF 04/2025 EXISTING CONDITIONS PLAN STA 10+00 TO STA 19+00 820015 77 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1412 SW 43RD ST PARCEL - 3623049110 CPI/AHP RENTON MOB LLC SDMH 6020 RIM 24.42 IE 9.1± E, 30" CONC (UNCERTAIN) IE 9.1± W, 30" CONC (UNCERTAIN) ELEV 8.3 @ SUMP ELEV 12.5 @ TOPS OF BOTH PIPES STCR FILLED WITH WATER TO 13.4' SSMH 8006 RIM 25.62 IE 15.3 S,E,W @ CL 8" PVC SW 43RD ST19+00 20+00 21+00 22+00 23+00 EXIST ROW 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1412 SW 43RD ST PARCEL - 3623049110 CPI/AHP RENTON MOB LLC 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1250 SW 43RD ST PARCEL - 3623049114 MP-WALLC SW 43RD ST PARCEL - 3623049045 TRIPLE G HOLDINGS LLC MAP20"CB 5520 RIM 23.47' CB 5967 RIM 23.39' IE 9.1± E, 30" CONC (UNCERTAIN) IE 9.1± W, 30" CONC (UNCERTAIN) ELEV 12.5 @ TOPS OF BOTH PIPES STCR FILLED WITH WATER TO 13.4' SSMH 8008 RIM 24.28 IE 13.7 S,E,W @ CL 8" PVC RIM 24.71 CB 8009 IE 17.3 N, 12" PVC RIM 24.35 CB 8011 IE 22.4 S, 4" CPP FO SW 43RD ST 23+00 24+00 25+00 26+00 EXIST ROW 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1250 SW 43RD ST PARCEL - 3623049114 MP-WALLC SW 43RD ST PARCEL - 3623049045 TRIPLE G HOLDINGS LLC CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-EC01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - E C 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 1 0 KFL KFL 04/2025 04/2025 KPF 04/2025 EXISTING CONDITIONS PLAN STA 19+00 TO STA 26+50 920015 77 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 8 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 7979 S 180TH ST PARCEL - 3623049086 R 2 R INVESTMENTS LLC 1200 SW 43RD ST PARCEL - 3623049108 7-ELEVEN 1001 SW 41ST ST PARCEL - 3623049112 ADVENTURE 2000 LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS MAP22" SDMH 4247 RIM 23.52 IE 10.6 E, 48" CONC IE 10.4 NW, 48" CONC CB 4248 RIM 22.74' SDMH 4249 RIM 23.42 IE 14.7 SW, 24" CMP IE 13.8 SE, 12" PVC IE 13.7 N, 24" CONC OAK22" MAP14" T T PINE10" RIM 23.39 CB 4600 IE 21.7 SW, 4" IRON CB 4601 RIM 22.78' MAP18" MAP16" RIM 22.38 CB 4658 IE 16.1 W, 12" CPP IE 16.1 E, 12" CMP T MAP8" RIM 21.91 CB 4850 IE 15.2 W, 12" CONC IE 15.1 E, 12" CPP RIM 24.66 SDMH 4870 IE INACCESSIBLE, STCR TOO DEEP CB 4871 RIM 23.43' RIM 24.38 CB 4872 IE 22.7 S, 4" IRON SDMH #4925 RIM 23.11' SMH #4963 RIM 23.10'SMH #4964 RIM 23.16' DT8" REDWOOD20" REDWOOD16" MAP12" MAP12" CB 5249 RIM 23.51' SMH #5250 RIM 23.73' PINE10" P U IVY IVY FO P U P U BARK DUCT DUCT DUCT DUCT DUCT DUCT ALL TELE IN THIS QUADRANT MARKED AS "DUCT"DUCT ALL TELE IN THIS QUADRANT MARKED AS "DUCT" IE 17.3 N, 12" PVC SSMH 8010 RIM 24.07 IE 11.0 S,NE @ CL 8" PVC DUCT DUCT 80 T H A V E S OA K E S D A L E A V E S W SW 43RD ST 20 0 + 0 0 20 1 + 0 0 30 2 + 5 0 30 2 + 0 0 27+00 28+00 29+00 30+00 31+00 KENT CITY LIMIT EXIST ROW 7979 S 180TH ST PARCEL - 3623049086 R 2 R INVESTMENTS LLC 1200 SW 43RD ST PARCEL - 3623049108 7-ELEVEN 1001 SW 41ST ST PARCEL - 3623049112 ADVENTURE 2000 LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS 8041 S 180TH ST PARCEL - 3623049101 SKACEL PROPERTIES LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS CB 3853 RIM 21.62' CB 3854 RIM 21.49' CB 3912 RIM 20.29' CB 3913 RIM 20.26' SDMH 3914 RIM 21.14 IE 11.3 W, 60" OR 48" CONC IE 11.3 E, 60" OR 48" CONC CB 4034 RIM 20.19' CB 4035 RIM 20.14' RIM 21.06 CB 4036 IE 19.5 S, 4" CPP CB 4038 RIM 21.38' CB 4039 RIM 21.36' RIM 22.34 CB 8013 IE 20.6 S, 4" CPP SSMH 8017 RIM 21.32 IE 13.3 E,W @ CL 8" PVC SW 43RD ST31+00 32+00 33+00 34+00 35+00 EXIST ROW 8041 S 180TH ST PARCEL - 3623049101 SKACEL PROPERTIES LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-EC01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - E C 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 1 1 KFL KFL 04/2025 04/2025 KPF 04/2025 EXISTING CONDITIONS PLAN STA 26+50 TO STA 35+50 1020015 77 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 9 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 8301 S 180TH ST PARCEL - 3623049005 HILL FAMILY II LLC 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES CB 3661 RIM 20.21' CB 3665 RIM 20.41' CB 3666 RIM 20.29' SMH #3667 RIM 20.79' MAP14" IE 11.3 W, 60" OR 48" CONC IE 11.3 E, 60" OR 48" CONC W W IE 19.5 S, 4" CPP DIRT RIM 19.93 CB 8014 IE 16.9 N, 12" PVC IE 16.9 E, 12" CONC IE 16.7 S, 12" PVC SSMH 8015 RIM 20.36 IE 14.2 SSW, CAPPED 8" PVC RIM 20.83 CB 8016 TYPE II IE 17.1 S, 10" CONC IE 17.1 S, 12" CONC IE 16.3 N, 12" UNKNOWN; CANNOT SEE IE 13.3 E,W @ CL 8" PVC SW 43RD ST 36+00 37+00 38+00 39+00 40+00 EXIST ROW 8301 S 180TH ST PARCEL - 3623049005 HILL FAMILY II LLC 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 8441 S 180TH ST PARCEL - 3123059129 GENUINE PARTS CO 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES CB 3661 RIM 20.21'CB 3662 RIM 20.29' RIM 21.47 CB 3663 IE 19.5 S, 4" CPP CB 3664 RIM 20.56' CB 3665 RIM 20.41' CB 3666 RIM 20.29' SDMH 8019 RIM 21.39 IE 11.6 W, 48" OR 60" CONC IE 11.6 E, 48" OR 60" CONC SW 43RD ST41+00 42+00 43+00 44+00 45+00 EXIST ROW 8441 S 180TH ST PARCEL - 3123059129 GENUINE PARTS CO 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-EC01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - E C 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 1 2 KFL KFL 04/2025 04/2025 KPF 04/2025 EXISTING CONDITIONS PLAN STA 35+50 TO STA 45+00 1120015 77 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 1 0 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 8621 S 180TH ST PARCEL - 3123059121 KNUDSON INVESTMENTS LLC MAP12" MAP8" MAP12" BARK SDMH 3476 RIM 20.38 IE 12.8 W, 48" CONC IE 12.8 E, 48" CONC CB 3477 RIM 19.47' CB 3478 RIM 19.57' CB 3648 RIM 19.60' CB 3649 RIM 19.58' SMH #3650 RIM 20.21' U U U U ALL POWER IN THIS QUADRANT DUCT SW 43RD ST45+00 46+00 47+00 48+00 49+00 EXIST ROW 8621 S 180TH ST PARCEL - 3123059121 KNUDSON INVESTMENTS LLC 8815 S 180TH ST PARCEL - 3123059097 SARBAT DA BHALA V INC 4208 LIND AVE SW PARCEL - 3926800010 ZV COMPANY INC 18129 EAST VALLEY HWY S PARCEL - 3123059033 ORILLIA STATION SHOPPING CE RIM 20.42 CB 1745 IE 16.4 N, 12" CPP RIM 20.59 CB 1778 IE 18.3 E, 6" CPP IE 18.3 W, 6" CPP IE 14.8 S, 12" CONC IE 14.2 N, 12" CONC W CB 2093 RIM 20.47' 3'MAP16"MAP12"MAP16" T SSMH 2389 RIM 22.62 IE 9.3 S-NW @ CL 8" CONC MAP14" G P MAP14" SP SSMH 2750 RIM 20.99 IE 15.0 S,E @ CL 8" CONC RIM 20.63 CB 2751 IE 18.7 SE, 12" CMP IE 18.4 N, 12" CONC IE 18.9, 12" CMP CULV 2776 MAP12" MAP12"MAP14" SSMH 3009 RIM 22.16 IE 9.7 @ CL 18" CONC RIM 21.22 CB 3010 IE 15.7 S, 24" CONC IE 15.5 NW, 24" CONC SDMH 3030 RIM 21.32 IE 13.2 SE, 24" CONC IE 13.2 W, 48" CONC ELEV 17.6 , @ TOP OF 8" UTILITY PIPE ELEV 17.0 , @ TOP OF 15" UTILITY PIPE SMH #3131 RIM 21.27' SSMH 3132 RIM 21.07 IE 7.7 @ CL SMH #3210 RIM 21.72' W IVY U P P P P U P BARK BARK BARK P P ALL POWER IN THIS QUADRANT MARKED AS "DUCT" DUCT DUCT DUCT DUCT DUCT ALL POWER IN THIS QUADRANT MARKED AS "DUCT" DUCT DUCT DUCT DUCT RIM 21.50 CB 8021 IE 19.7 S, 4" CPP T DUCT, W/POWER FOUND 2" ALUM. CAP "MXP CONSULT. INC, POLC 31976" 88 T H A V E S LI N D A V E S W SW 43RD ST 40 0 + 0 0 40 1 + 0 0 50 2 + 5 0 50 2 + 0 0 50+00 51+00 52+00 53+00 54+00 KENT CITY LIMIT EXIST ROW 8815 S 180TH ST PARCEL - 3123059097 SARBAT DA BHALA V INC 4208 LIND AVE SW PARCEL - 3926800010 ZV COMPANY INC 18129 EAST VALLEY HWY S PARCEL - 3123059033 ORILLIA STATION SHOPPING CE CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-EC01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - E C 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 1 3 KFL KFL 04/2025 04/2025 KPF 04/2025 EXISTING CONDITIONS PLAN STA 45+00 TO STA 54+00 1220015 77 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 1 1 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 8819 S 180TH ST PARCEL - 3123059167 ORILLA STATION LOT 2 LLC 18015 EAST VALLEY HWY S PARCEL - 3123059118 CHEVRON SERVICES CO 330 SW 43RD ST PARCEL - 3926800020 S & J YEN LLC 4201 EAST VALLEY RD PARCEL - 3926800030 EAST VALLEY PETULA LLC 8829 S 180TH ST PARCEL - 3123059166 BOILEAU PROPERTIES SOUTHCEN RIM 22.27 CB 1271 IE 18.3 N, 12" PVC RIM 22.52 CB 1272 IE 18.1 S, 12" PVC RIM 22.05 CB 1698 IE 19.8 N, 6" CONC CB 1700 RIM 21.87' CB 1701 RIM 21.66' U CB 1732 RIM 21.34' CB 1733 RIM 21.63' U BARK WOOD PLTR BORDER WOOD PLTR BORDER RIM 22.63 CB 8022 IE 16.7 E, 18" CMP IE 15.8 N, 12" CMP IE 15.1 S, 18" CONC CB 6" DOWN (PAVED OVER, INACCESSIBLE) FOUND 1/2" REBAR & CAP ILLEGIBLE FOUND LEAD & TACK w/ WASHER 12144 21.92 CB P 12317 22.35 CB SOLID 12320 22.12 CB SOLID 12360 22.31 CB T 4' CHAIN LINK 14" DEC 12' DRIP 8" DEC 10' DRIP 8" DEC 10' DRIP 8" DEC 10' DRIP 8" DEC 10' DRIP 9" DEC 10' DRIP 9" DEC 10' DRIP 9" DEC 10' DRIP VEGETATION 24" DEC 20' DRIP 14" DEC 15' DRIP 11" DEC 15' DRIP 12" DEC 15' DRIP 12" DEC 15' DRIP 14" DEC 15' DRIP GRASS BUS STOP SUBDIVISIONAL LINE SW 43RD ST54+00 55+00 56+00 57+00 58+00 EXIST ROW 8819 S 180TH ST PARCEL - 3123059167 ORILLA STATION LOT 2 LLC 18015 EAST VALLEY HWY S PARCEL - 3123059118 CHEVRON SERVICES CO 330 SW 43RD ST PARCEL - 3926800020 S & J YEN LLC 4201 EAST VALLEY RD PARCEL - 3926800030 EAST VALLEY PETULA LLC 8829 S 180TH ST PARCEL - 3123059166 BOILEAU PROPERTIES SOUTHCEN 4242 EAST VALLEY RD PARCEL - 3123059114 NAKA PROPERTIES L L C 18010 EAST VALLEY HWY PARCEL - 3123059109 TIRUPATI INVESTMENTS LLC RIM 22.72 CB 1051 IE 20.3 N, 8" CONC RIM 23.84 CB 1052 IE 16.5 S, 12" CONC IE 16.4 W, 18" CONC IE 16.2 E, 18" CONC SSMH 1053 RIM 24.32 IE 13.1 SSW @ CL 12" CONC IE 14.0 SW, 8" CONC RIM 22.27 CB 1271 IE 18.3 N, 12" PVC RIM 22.52 CB 1272 IE 18.1 S, 12" PVC SMH #1295 RIM 23.82' CB 1296 RIM 23.77' RIM 22.87 CB 1374 IE 20.9 NE, 6" CONC RIM 23.87 CB 1375 IE 19.6 SE, 6" CONC IE 17.6 SW, 18" CONC IE 17.6 NE, 18" CONC U 12284 24.55 MH SEWER PP P P P P 10170 24.80 MH STORM P 10191 23.43 CB 10240 24.13 MH SEWER W 10242 23.67 CB 12133 22.52 CB 12202 24.07 MH SEWER 12203 24.03 CB SOLID P 12285 24.10 CB SOLID 12300 23.47 MH SEWER W 12310 22.79 CB SOLID P 12374 22.97 CB 12392 24.36 MH SEWER P P P P P 12789 27.86 CB W 12954 32.84 CB 12965 28.13 CB 13017 23.54 CB 13076 23.08 CB 13082 24.11 CB SOLID 13095 24.08 CB SOLID 13102 24.25 MH STORM 13109 23.28 CB 13110 24.50 CB SOLID P13140 23.88 MH STORM PP 9" DEC 12' DRIP 12" DEC 16' DRIP GA T E CHEVRON SIGN ON CONC BASE V E G E T A T I O N ST O P B A R P FOR LEASE KG INVESTMENT PROPERTIES 10" DEC 12' DRIP 20" DEC 15' DRIP 12" DEC 15' DRIP GRASS GRASS LANDSCAPING GRA S S BUS STOP 3-6" DEC 8' DRIP10" DEC 6' DRIP 9" DEC 6' DRIP 6" DEC 6' DRIP VEGETATION SHELL SIGN ON CONC BASE POWER OUTLET UNDERGROUND GAS MARKER POST RAISED/TEXTURED ADA RAMP RAISED/TEXTURED ADA RAMP HOT BOXES HANDRAIL POST WITH TRAFFIC CAMERA E V A L L E Y H W Y SW 43RD ST 60 2 + 0 0 60 3 + 0 0 60 4 + 0 0 59+00 60+00 61+00 62+00 63+00 KENT CITY LIMIT EXIST ROW 4242 EAST VALLEY RD PARCEL - 3123059114 NAKA PROPERTIES L L C 18010 EAST VALLEY HWY PARCEL - 3123059109 TIRUPATI INVESTMENTS LLC CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-EC01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - E C 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 1 4 KFL KFL 04/2025 04/2025 KPF 04/2025 EXISTING CONDITIONS PLAN STA 54+00 TO STA 63+00 1320015 77 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 1 2 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET PMX #9001 FOUND WSDOT 3" BRASS DISK "1993, GP17167-93" FOUND LARGE MAG NAIL/SPIKE P 12824 38.90 CB P 12851 43.42 CB P T 12954 32.84 CB P TR LANDSCAPING GRASS LANDSCAPING BUILDING 6' CHAIN LINK GREAT FLOORS N 167 TO 405 CHAIN BETWEEN POSTS RAISED CENTER MEDIAN UNDERGROUND GAS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SR 1 6 7 SW 43RD ST WSDOT LIMITED ACCESS ROW (SR 167 OVERPASS BRIDGE) EXIST BRIDGE, BACK OF PAVEMENT SEAT 63+00 64+00 65+00 66+00 67+00 KENT CITY LIMIT EXIST ROW PMX #9000 SET HUB & MAG NAIL FOUND 1/2" REBAR & CAP ILLEGIBLE FOUND MAG NAIL FOUND PIN IN 4"X4" CONC 0.5' DOWN IN MON CASE SET MAG NAIL P P TR P PPP P P P P U P CULVERT IE 12" ADS=80.75' RIGHT TURN LANE INTO DEDICATED LANE AHEAD ONE WAY DO NOT ENTER P PP P U U U TR U WW T PP N SR-167 ARROW LEFT GROUND ROD RAMP METERED AHEAD WHEN FLASHING w/ FLASHING LIGHT FREEWAY ENTRANCE RAMP METERED AHEAD WHEN FLASHING w/ FLASHING LIGHT FREEWAY ENTRANCE N SR-167 ARROW RIGHT P U U P UNDERGROUND WATER MARKER POST UNDERGROUND GAS MARKER POST UNDERGROUND GAS MARKER POST UNDERGROUND GAS MARKER POST W 10578 86.66 MH SEWER P U P UNDERGROUND GAS MARKER POST CATCH BASIN PAVED OVER 70 75 80 8566676869717273747677787981 82 83 84 86 87 88 89 87 88 89 8 5828 3 8 4 8 6 8 7 8 8 82 70 75 80 66 67 6 8 69 71 72 73 74 76 77 78 79 65 70 75 8066676869 71 72 73 74 76 77 78 79 81 8 2 81 8 2 8 3 84 8 3 85 84 8 6 AS P H CONC G R A V E L ASP H A S P H CONC CONC A S P H BR I D G E A B U T M E N T CONC CONC ASPH ASPH CONC ASPH CON C CONC CONC 84.52 85. 1 9 82.74 10252 67.40 CB 10275 66.69 CB 10474 84.26 CB 10513 83.29 CB \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SR 1 6 7 O F F - R A M P SW 43RD ST EXIST BRIDGE, BACK OF PAVEMENT SEAT WSDOT LIMITED ACCESS ROW 80 0 + 0 0 0 7 0 3 + 0 0 7 0 2 + 0 0 68+00 69+00 70+00 71+00 72+00 EXIST ROW KENT CITY LIMIT S R 1 6 7 O N - R A M P CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-EC01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - E C 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 4 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 EXISTING CONDITIONS PLAN STA 63+00 TO STA 72+00 1420015 77 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 1 3 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET SITE PREPARATION & TESC GENERAL NOTES 1.THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2.PER STANDARD SPECIFICATION 1-07.16(1)A, THE CONTRACTOR SHALL PROTECT BUILDINGS, ALL PRIVATE PROPERTY, AND CITY PROPERTY FROM DAMAGE OR STAINS RESULTING FROM CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING BUILDING FACADES AND STRUCTURES IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL COSTS FOR PROTECTION AND REPAIR OF DAMAGES IS CONSIDERED INCIDENTAL TO THE CONTRACT PER STANDARD SPECIFICATION 1-07.16(6). 3.REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 4.PRESERVE AND PROTECT ALL EXISTING TREES WITHIN AND ADJACENT TO THE PROJECT LIMITS PER TREE PROTECTION DETAIL, SHEET 6. 5.REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. SITE PREPARATION & TESC NOTES SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. PLANING BITUMINOUS PAVEMENT PER PAVEMENT GRIND DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. EXACT LOCATIONS AND DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. BEGIN PLANING. 1 9 10 19 REMOVE CONCRETE REMOVE ASPHALT PAVEMENT PLANING BITUMINOUS PAVEMENT CLEARING AND GRUBBING CURB AND GUTTER REMOVAL INLET PROTECTION PER COR STD PLN 216.30 SAWCUT LINE RIGHT OF WAY LINE CUT LINE (TYP) FILL LINE (TYP) SITE PREPARATION & TESC LEGEND 7513 S 180TH ST PARCEL - 1253710060 CITY OF KENT SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC FO U SW 43RD ST10+00 11+00 12+00 13+00 14+00 7513 S 180TH ST PARCEL - 1253710060 CITY OF KENT SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC 9 10 EXIST ROW STA 10+48.8 22.8' LT19 STA 10+48.8 27.4' RT19 STA 14+41.3 13.5' RT1 STA 14+41.1 0.0' RT1 STA 11+50.2 27.3' RT19 STA 12+58.6 26.8' RT19 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC FO GP GPU SW 43RD ST15+00 16+00 17+00 18+00 19+00 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC 10 10 9 EXIST ROW STA 14+60.4 0.3' LT 1 STA 14+60.1 17.0' LT 1 STA 14+64.4 17.1' LT 1 STA 14+65.0 13.8' RT 1 STA 16+97.9 28.0' RT1 STA 16+97.9 23.5' RT1 STA 17+30.2 23.5' RT 1 STA 17+30.2 28.0' RT1 CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SP01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S P 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 5 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 1 6 DPY KFL 04/2025 04/2025 KPF 04/2025 SITE PREPARATION & TESC PLAN STA 10+00 TO STA 19+00 1520015 77 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1412 SW 43RD ST PARCEL - 3623049110 CPI/AHP RENTON MOB LLC SW 43RD ST19+00 20+00 21+00 22+00 23+00 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1412 SW 43RD ST PARCEL - 3623049110 CPI/AHP RENTON MOB LLC 9 10 EXIST ROW STA 21+37.4 28.3' LT 1 STA 21+37.4 22.3' LT 1 STA 21+35.3 24.7' RT 1 STA 21+36.4 24.7' RT 1 STA 21+36.5 28.9' RT 1 STA 21+29.6 28.3' LT1 STA 21+29.6 22.3' LT1 STA 21+31.8 24.7' RT1 STA 21+30.6 24.7' RT1 STA 21+30.6 28.9' RT1 STA 21+35.3 22.3' LT 1STA 21+31.8 22.3' LT1 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1250 SW 43RD ST PARCEL - 3623049114 MP-WALLC SW 43RD ST PARCEL - 3623049045 TRIPLE G HOLDINGS LLC FO MAP20" SW 43RD ST23+00 24+00 25+00 26+00 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1250 SW 43RD ST PARCEL - 3623049114 MP-WALLC SW 43RD ST PARCEL - 3623049045 TRIPLE G HOLDINGS LLC 9 EXIST ROW REMOVE CONCRETE REMOVE ASPHALT PAVEMENT PLANING BITUMINOUS PAVEMENT CLEARING AND GRUBBING CURB AND GUTTER REMOVAL INLET PROTECTION PER COR STD PLN 216.30 SAWCUT LINE RIGHT OF WAY LINE CUT LINE (TYP) FILL LINE (TYP) SITE PREPARATION & TESC LEGEND SITE PREPARATION & TESC NOTES SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. PLANING BITUMINOUS PAVEMENT PER PAVEMENT GRIND DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. EXACT LOCATIONS AND DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. 1 9 10 SITE PREPARATION & TESC GENERAL NOTES 1.THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2.PER STANDARD SPECIFICATION 1-07.16(1)A, THE CONTRACTOR SHALL PROTECT BUILDINGS, ALL PRIVATE PROPERTY, AND CITY PROPERTY FROM DAMAGE OR STAINS RESULTING FROM CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING BUILDING FACADES AND STRUCTURES IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL COSTS FOR PROTECTION AND REPAIR OF DAMAGES IS CONSIDERED INCIDENTAL TO THE CONTRACT PER STANDARD SPECIFICATION 1-07.16(6). 3.REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 4.PRESERVE AND PROTECT ALL EXISTING TREES WITHIN AND ADJACENT TO THE PROJECT LIMITS PER TREE PROTECTION DETAIL, SHEET 6. 5.REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING.CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SP01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S P 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 5 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 1 7 DPY KFL 04/2025 04/2025 KPF 04/2025 SITE PREPARATION & TESC PLAN STA 19+00 TO STA 26+50 1620015 77 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 1 5 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 7979 S 180TH ST PARCEL - 3623049086 R 2 R INVESTMENTS LLC 1200 SW 43RD ST PARCEL - 3623049108 7-ELEVEN 1001 SW 41ST ST PARCEL - 3623049112 ADVENTURE 2000 LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS MAP22" OAK22" MAP14" T T PINE10" PINE12" MAP18" MAP16" T MAP8" DT8" REDWOOD20" REDWOOD16" MAP12" MAP12" PINE10" P U IVY IVY FO P U P U BARK STA 28+69.1 84.6' LT 19STA 28+16.3 84.8' LT19 80 T H A V E S SW 43RD STSW 43RD ST MANHOLE UTIL BOX POLE MANHOLE MANHOLE 20 0 + 0 0 20 1 + 0 0 30 2 + 5 0 30 2 + 0 0 27+00 28+00 29+00 30+00 31+00 OA K E S D A L E A V E S W STA 28+07.2 95.2' RT19 STA 28+62.3 94.8' RT 19 MANHOLE POLE POLE POLE 7979 S 180TH ST PARCEL - 3623049086 R 2 R INVESTMENTS LLC 1200 SW 43RD ST PARCEL - 3623049108 7-ELEVEN 1001 SW 41ST ST PARCEL - 3623049112 ADVENTURE 2000 LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS AP STA 27+86.9 30.8' LT AP STA 28+06.7 47.5' LT AP STA 28+69.9 45.8' RT AP STA 28+77.4 44.2' LT AP STA 28+96.5 26.3' RT AP STA 29+04.0 25.4' LT 10 10 92 2 2 2 233 3 3 25 10 16 16 16 16 3 10 10 2 21 3 23 23 23 16 16 25 EXIST ROW STA 28+19.0 17.0' RT 1 STA 27+78.0 16.9' RT1 STA 27+78.2 31.3' RT1 STA 28+18.3 66.5' RT 1 BEGIN STA 27+72.6 29.7' LT BEGIN STA 28+73.3 63.6' LT END STA 29+23.7 28.0' LT BEGIN STA 28+66.3 65.9' RT END STA 29+16.6 28.7' RT END STA 28+06.4 91.0' RT BEGIN STA 27+44.6 27.9' RT END STA 28+10.0 61.4' LT STA 30+68.0 28.3' LT STA 30+68.0 24.1' LT STA 30+69.0 24.1' LT STA 30+69.1 24.6' RT STA 30+68.1 24.6' RT STA 30+68.1 28.9' RT STA 30+73.9 28.3' LT STA 30+73.9 24.1' LT STA 30+72.8 24.1' LT STA 30+72.9 24.6' RT STA 30+73.9 24.6' RT STA 30+73.9 28.8' RT KENT CITY LIMIT 8041 S 180TH ST PARCEL - 3623049101 SKACEL PROPERTIES LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS SW 43RD ST 31+00 32+00 33+00 34+00 35+00 8041 S 180TH ST PARCEL - 3623049101 SKACEL PROPERTIES LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS 10 10 9 10 221 EXIST ROW STA 31+95.7 16.8' LT1 STA 32+25.5 16.8' LT 1 STA 32+25.5 27.0' LT 1STA 31+95.4 27.0' LT1 STA 34+63.9 17.0' LT1 STA 34+63.8 27.1' LT1 STA 33+68.3 28.6' RT STA 33+68.3 24.5' RT STA 33+67.3 24.5' RT STA 33+68.2 28.5' LT STA 33+67.2 24.3' LT STA 33+68.2 24.3' LT STA 33+62.3 28.5' LT STA 33+63.4 24.3' LT STA 33+62.3 24.3' LT STA 33+63.5 24.5' RT STA 33+62.4 24.5' RT STA 33+62.5 28.7' RT SITE PREPARATION & TESC NOTES SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CEMENT CONC. SIDEWALK. PRESERVE AND PROTECT. PLANING BITUMINOUS PAVEMENT PER PAVEMENT GRIND DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. EXACT LOCATIONS AND DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. PRESERVE AND PROTECT EXISTING TREE, SEE SITE PREPARATION & TESC GENERAL NOTE 4. BEGIN PLANING. SAWCUT CEMENT CONC. SIDEWALK TO THE NEAREST PANEL. PRESERVE AND PROTECT SIGNAL POLE. PROTECT FOUNDATION DURING SIDEWALK EXCAVATION. EXISTING JUNCTION BOX. SEE SIGNALIZATION PLANS, SHEETS 54-57. 1 2 3 9 10 16 19 21 23 25 SITE PREPARATION & TESC GENERAL NOTES 1.THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2.PER STANDARD SPECIFICATION 1-07.16(1)A, THE CONTRACTOR SHALL PROTECT BUILDINGS, ALL PRIVATE PROPERTY, AND CITY PROPERTY FROM DAMAGE OR STAINS RESULTING FROM CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING BUILDING FACADES AND STRUCTURES IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL COSTS FOR PROTECTION AND REPAIR OF DAMAGES IS CONSIDERED INCIDENTAL TO THE CONTRACT PER STANDARD SPECIFICATION 1-07.16(6). 3.REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 4.PRESERVE AND PROTECT ALL EXISTING TREES WITHIN AND ADJACENT TO THE PROJECT LIMITS PER TREE PROTECTION DETAIL, SHEET 6. 5.REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. REMOVE CONCRETE REMOVE ASPHALT PAVEMENT PLANING BITUMINOUS PAVEMENT CLEARING AND GRUBBING CURB AND GUTTER REMOVAL INLET PROTECTION PER COR STD PLN 216.30 SAWCUT LINE RIGHT OF WAY LINE CUT LINE (TYP) FILL LINE (TYP) SITE PREPARATION & TESC LEGEND CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SP01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S P 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 5 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 1 8 DPY KFL 04/2025 04/2025 KPF 04/2025 SITE PREPARATION & TESC PLAN STA 26+50 TO STA 35+50 1720015 77 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 1 6 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 8301 S 180TH ST PARCEL - 3623049005 HILL FAMILY II LLC 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES MAP14" W W DIRT SW 43RD ST 36+00 37+00 38+00 39+00 40+00 8301 S 180TH ST PARCEL - 3623049005 HILL FAMILY II LLC 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 10910 EXIST ROW STA 35+92.9 17.1' LT 1 STA 35+92.8 27.2' LT1 STA 37+62.5 6.1' LT1 STA 37+62.5 11.6' LT1 STA 39+09.1 11.7' LT1 STA 39+09.1 22.8' LT1 STA 39+15.3 22.8' LT 1 STA 39+15.3 11.7' LT 1 STA 39+39.5 11.7' LT 1 STA 39+39.5 6.2' LT 1 8441 S 180TH ST PARCEL - 3123059129 GENUINE PARTS CO 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES SW 43RD ST41+00 42+00 43+00 44+00 45+00 8441 S 180TH ST PARCEL - 3123059129 GENUINE PARTS CO 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 10 10 10 10 9 10 EXIST ROW STA 40+76.2 11.2' RT1 STA 40+76.1 5.7' RT1 STA 41+37.1 11.1' RT 1 STA 41+37.1 5.6' RT 1 STA 42+29.0 17.5' LT1 STA 43+06.0 17.4' LT 1 STA 43+06.1 6.5' LT1 STA 44+10.1 6.6' LT1 STA 44+10.1 12.2' LT1 STA 43+32.9 12.1' LT 1 STA 43+33.0 23.1' LT 1STA 42+29.0 23.1' LT1 STA 44+10.4 23.2' LT1 STA 44+10.4 27.7' LT1 STA 44+48.4 11.0' RT 1 STA 44+24.2 23.2' LT STA 44+24.0 35.9' RT STA 44+22.9 36.0' RT STA 44+22.9 40.2' RT STA 44+28.8 40.1' RT STA 44+27.8 35.9' RT STA 44+28.7 35.9' RT STA 44+28.0 23.2' LT STA 44+48.4 5.5' RT 1 SITE PREPARATION & TESC NOTES SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. PLANING BITUMINOUS PAVEMENT PER PAVEMENT GRIND DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. EXACT LOCATIONS AND DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. 1 9 10 SITE PREPARATION & TESC GENERAL NOTES 1.THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2.PER STANDARD SPECIFICATION 1-07.16(1)A, THE CONTRACTOR SHALL PROTECT BUILDINGS, ALL PRIVATE PROPERTY, AND CITY PROPERTY FROM DAMAGE OR STAINS RESULTING FROM CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING BUILDING FACADES AND STRUCTURES IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL COSTS FOR PROTECTION AND REPAIR OF DAMAGES IS CONSIDERED INCIDENTAL TO THE CONTRACT PER STANDARD SPECIFICATION 1-07.16(6). 3.REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 4.PRESERVE AND PROTECT ALL EXISTING TREES WITHIN AND ADJACENT TO THE PROJECT LIMITS PER TREE PROTECTION DETAIL, SHEET 6. 5.REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. REMOVE CONCRETE REMOVE ASPHALT PAVEMENT PLANING BITUMINOUS PAVEMENT CLEARING AND GRUBBING CURB AND GUTTER REMOVAL INLET PROTECTION PER COR STD PLN 216.30 SAWCUT LINE RIGHT OF WAY LINE CUT LINE (TYP) FILL LINE (TYP) SITE PREPARATION & TESC LEGEND CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SP01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S P 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 5 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 1 9 DPY KFL 04/2025 04/2025 KPF 04/2025 SITE PREPARATION & TESC PLAN STA 35+50 TO STA 45+00 1820015 77 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 1 7 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 8621 S 180TH ST PARCEL - 3123059121 KNUDSON INVESTMENTS LLC MAP12" MAP8" MAP12" BARK SW 43RD ST45+00 46+00 47+00 48+00 49+00 8621 S 180TH ST PARCEL - 3123059121 KNUDSON INVESTMENTS LLC 10 10 9 10 EXIST ROW STA 45+28.4 23.2' LT 1 STA 45+28.4 27.8' LT 1 STA 45+27.4 5.5' RT 1 STA 45+27.4 11.0' RT 1 STA 47+83.5 29.3' LT STA 47+82.4 25.1' LT STA 47+83.5 25.1' LT STA 47+82.4 23.5' RT STA 47+83.4 23.5' RT STA 47+83.4 27.7' RT STA 47+77.6 29.3' LT STA 47+78.6 25.1' LT STA 47+77.6 25.1' LT STA 47+78.6 23.5' RT STA 47+77.5 23.5' RT STA 47+77.5 27.7' RT 8815 S 180TH ST PARCEL - 3123059097 SARBAT DA BHALA V INC 4208 LIND AVE SW PARCEL - 3926800010 ZV COMPANY INC 18129 EAST VALLEY HWY S PARCEL - 3123059033 ORILLIA STATION SHOPPING CE W 3'MAP16"MAP12"MAP16" SYCAMORE20" T MAP14" G U P MAP14" SP MAP12" MAP12"MAP14" W IVY U P P P P U P BARK BARK BARK P P T STA 50+79.2 93.6' LT 19STA 50+25.0 93.0' LT19 88 T H A V E S LI N D A V E S W JBOX POLE 40 0 + 0 0 40 1 + 0 0 50 2 + 5 0 50 2 + 0 0 50+00 51+00 52+00 53+00 54+00 JBOX, MANHOLE SW 43RD ST POLE JBOX POLE WATER METER 8815 S 180TH ST PARCEL - 3123059097 SARBAT DA BHALA V INC 4208 LIND AVE SW PARCEL - 3926800010 ZV COMPANY INC 18129 EAST VALLEY HWY S PARCEL - 3123059033 ORILLIA STATION SHOPPING CE BEGIN STA 49+97.2 31.4' RT AP STA 51+06.5 31.9' LT AP STA 50+92.5 35.2' RT AP STA 50+77.3 70.6' LT AP STA 51+02.5 29.4' RT10 10 10 9 2 2 2 3 23 25 16 16 3 2 AP STA 50+08.2 33.5' RT AP STA 50+15.8 39.5' RT END STA 50+20.7 49.7' RT AP STA 50+88.7 47.2' LT AP STA 50+83.9 42.8' RT 23 3 23 3 AP STA 50+24.2 33.4' RT EXIST ROW STA 52+79.2 6.7' LT1 STA 53+02.2 6.6' LT 1 STA 53+02.2 27.8' LT 1 STA 52+79.2 27.9' LT1 BEGIN STA 50+73.4 67.4' RT END STA 51+14.1 28.7' RT BEGIN STA 50+80.1 93.6' LT END STA 51+19.2 30.2' LT STA 50+27.9 0.3' RT STA 50+30.3 0.3' RT STA 50+26.9 87.2' LT STA 50+27.7 88.1' LT STA 50+28.1 27.4' RT STA 50+30.4 27.3' RT STA 50+31.3 57.9' RT STA 50+34.4 57.9' RT STA 50+34.4 60.8' RT STA 50+27.7 92.1' LT KENT CITY LIMIT STA 50+23.2 64.5' LT STA 50+76.5 88.7' LT STA 50+76.5 92.7' LT STA 50+21.5 0.3' RT STA 50+72.4 67.6' RT 19 STA 50+30.2 67.8' RT19 STA 50+23.9 0.3' RT STA 50+77.2 87.8' LT STA 50+71.4 60.7' RTSTA 50+27.3 57.6' RT SITE PREPARATION & TESC NOTES SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CEMENT CONC. SIDEWALK. PRESERVE AND PROTECT. PLANING BITUMINOUS PAVEMENT PER PAVEMENT GRIND DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. EXACT LOCATIONS AND DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. PRESERVE AND PROTECT EXISTING TREE, SEE SITE PREPARATION & TESC GENERAL NOTE 4. BEGIN PLANING. PRESERVE AND PROTECT SIGNAL POLE. PROTECT FOUNDATION DURING SIDEWALK EXCAVATION. EXISTING JUNCTION BOX. SEE SIGNALIZATION PLANS, SHEETS 54-57. 1 2 3 9 10 16 19 23 25 SITE PREPARATION & TESC GENERAL NOTES 1.THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2.PER STANDARD SPECIFICATION 1-07.16(1)A, THE CONTRACTOR SHALL PROTECT BUILDINGS, ALL PRIVATE PROPERTY, AND CITY PROPERTY FROM DAMAGE OR STAINS RESULTING FROM CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING BUILDING FACADES AND STRUCTURES IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL COSTS FOR PROTECTION AND REPAIR OF DAMAGES IS CONSIDERED INCIDENTAL TO THE CONTRACT PER STANDARD SPECIFICATION 1-07.16(6). 3.REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 4.PRESERVE AND PROTECT ALL EXISTING TREES WITHIN AND ADJACENT TO THE PROJECT LIMITS PER TREE PROTECTION DETAIL, SHEET 6. 5.REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. REMOVE CONCRETE REMOVE ASPHALT PAVEMENT PLANING BITUMINOUS PAVEMENT CLEARING AND GRUBBING CURB AND GUTTER REMOVAL INLET PROTECTION PER COR STD PLN 216.30 SAWCUT LINE RIGHT OF WAY LINE CUT LINE (TYP) FILL LINE (TYP) SITE PREPARATION & TESC LEGEND CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SP01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S P 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 5 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 2 0 DPY KFL 04/2025 04/2025 KPF 04/2025 SITE PREPARATION & TESC PLAN STA 45+00 TO STA 54+00 1920015 77 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 1 8 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET P T 4' CHAIN LINK BUS STOP SUBDIVISIONAL LINE 8819 S 180TH ST PARCEL - 3123059167 ORILLA STATION LOT 2 LLC 18015 EAST VALLEY HWY S PARCEL - 3123059118 CHEVRON SERVICES CO 330 SW 43RD ST PARCEL - 3926800020 S & J YEN LLC 4201 EAST VALLEY RD PARCEL - 3926800030 EAST VALLEY PETULA LLC 8829 S 180TH ST PARCEL - 3123059166 BOILEAU PROPERTIES SOUTHCEN U U BARK WOOD PLTR BORDER WOOD PLTR BORDER SW 43RD ST 54+00 55+00 56+00 57+00 58+00SW 43RD ST 8819 S 180TH ST PARCEL - 3123059167 ORILLA STATION LOT 2 LLC 18015 EAST VALLEY HWY S PARCEL - 3123059118 CHEVRON SERVICES CO 330 SW 43RD ST PARCEL - 3926800020 S & J YEN LLC 4201 EAST VALLEY RD PARCEL - 3926800030 EAST VALLEY PETULA LLC 8829 S 180TH ST PARCEL - 3123059166 BOILEAU PROPERTIES SOUTHCEN 10 10 9 EXIST ROW STA 54+31.9 23.1' LT1 STA 54+31.9 27.8' LT 1 STA 55+63.9 23.0' LT 1 STA 55+63.9 27.7' LT 1 STA 55+24.3 6.5' LT1 STA 55+47.3 6.5' LT 1 STA 55+24.8 22.0' RT1 STA 55+47.8 22.0' RT 1 STA 56+29.9 27.6' LT 19 STA 57+06.7 27.6' LT 19 PP P P P P P W P W P P P P P P W P PP GA T E CHEVRON SIGN ON CONC BASE ST O P B A R P FOR LEASE KG INVESTMENT PROPERTIES BUS STOP SHELL SIGN ON CONC BASE POWER OUTLET UNDERGROUND GAS MARKER POST HOT BOXES POST WITH TRAFFIC CAMERA 4242 EAST VALLEY RD PARCEL - 3123059114 NAKA PROPERTIES L L C 18010 EAST VALLEY HWY PARCEL - 3123059109 TIRUPATI INVESTMENTS LLC U SW 43RD ST (2) MANHOLE MANHOLE (3) JBOX (2) 60 2 + 0 0 60 3 + 0 0 60 4 + 0 0 59+00 60+00 61+00 62+00 63+00 E V A L L E Y H W Y SW 43RD ST WATER VALVE MANHOLE POLE POLE POLE POLE MANHOLE POLE 4242 EAST VALLEY RD PARCEL - 3123059114 NAKA PROPERTIES L L C 18010 EAST VALLEY HWY PARCEL - 3123059109 TIRUPATI INVESTMENTS LLC AP STA 59+46.1 65.9' RT AP STA 59+29.5 45.0' RT AP STA 59+43.3 25.2' RT AP STA 59+40.4 32.2' RT 10 2 2 3 25 2 2 2 2 10 25 3 3 14 14 15 16 16 25 20 20 20 20 3 3 23 23 23 23 3 10 23 25 25 25 EXIST ROW STA 59+80.4 25.6' RT 19 STA 58+55.9 21.7' LT 1 STA 58+55.9 27.2' LT 1 STA 58+89.9 21.7' LT 1 STA 58+89.8 27.1' LT 1 STA 59+80.6 17.1' LT 19 STA 59+71.2 69.1' RT 19 STA 59+19.9 27.4' LT 1 STA 59+19.9 17.0' LT 1 BEGIN STA 59+13.1 43.5' RT END STA 59+38.4 79.8' RT BEGIN STA 60+52.0 56.0' RT END STA 60+95.1 27.0' RT END STA 60+65.1 58.0' LT BEGIN STA 59+97.3 27.8' LT BEGIN STA 61+66.3 76.7' LT END STA 61+92.4 40.1' LT STA 59+38.2 106.4' RT19 KENT CITY LIMIT SITE PREPARATION & TESC NOTES SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CEMENT CONC. SIDEWALK. PRESERVE AND PROTECT. PLANING BITUMINOUS PAVEMENT PER PAVEMENT GRIND DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. EXACT LOCATIONS AND DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. REMOVE MEDIAN OR TRAFFIC ISLAND. REMOVE AND RESET LANDSCAPING ROCKS PER ROADWAY PLAN, SHEET 27. PRESERVE AND PROTECT EXISTING TREE, SEE SITE PREPARATION & TESC GENERAL NOTE 4. BEGIN PLANING. SAWCUT PER MONOLITHIC CURB DETAIL, SHEET 6. SAWCUT CEMENT CONC. SIDEWALK TO THE NEAREST PANEL. PRESERVE AND PROTECT SIGNAL POLE. PROTECT FOUNDATION DURING SIDEWALK EXCAVATION. EXISTING JUNCTION BOX. SEE SIGNALIZATION PLANS, SHEETS 54-57. 1 2 3 9 10 14 15 16 19 20 21 23 25 SITE PREPARATION & TESC GENERAL NOTES 1.THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2.PER STANDARD SPECIFICATION 1-07.16(1)A, THE CONTRACTOR SHALL PROTECT BUILDINGS, ALL PRIVATE PROPERTY, AND CITY PROPERTY FROM DAMAGE OR STAINS RESULTING FROM CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING BUILDING FACADES AND STRUCTURES IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL COSTS FOR PROTECTION AND REPAIR OF DAMAGES IS CONSIDERED INCIDENTAL TO THE CONTRACT PER STANDARD SPECIFICATION 1-07.16(6). 3.REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 4.PRESERVE AND PROTECT ALL EXISTING TREES WITHIN AND ADJACENT TO THE PROJECT LIMITS PER TREE PROTECTION DETAIL, SHEET 6. 5.REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. REMOVE CONCRETE REMOVE ASPHALT PAVEMENT PLANING BITUMINOUS PAVEMENT CLEARING AND GRUBBING CURB AND GUTTER REMOVAL INLET PROTECTION PER COR STD PLN 216.30 SAWCUT LINE RIGHT OF WAY LINE CUT LINE (TYP) FILL LINE (TYP) SITE PREPARATION & TESC LEGEND CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SP01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S P 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 5 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 2 1 DPY KFL 04/2025 04/2025 KPF 04/2025 SITE PREPARATION & TESC PLAN STA 54+00 TO STA 63+00 2020015 77 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 1 9 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET P P P T P TR BUILDING 6' CHAIN LINK GREAT FLOORS N 167 TO 405 CHAIN BETWEEN POSTS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SR 1 6 7 63+00 64+00 65+00 66+00 67+00 SW 43RD ST (SR 167 OVERPASS BRIDGE) 10 10 10 9 WSDOT LIMITED ACCESS ROW EXIST BRIDGE, BACK OF PAVEMENT SEAT EXIST ROW STA 63+38.2 37.5' LT STA 65+25.0 13.8' LT STA 63+38.7 16.4' LT1 STA 63+39.1 5.4' LT19 STA 63+48.4 37.9' LT 1 STA 63+49.2 16.8' LT 1 STA 64+30.2 40.8' LT 1 STA 64+30.3 35.3' LT 1 STA 65+30.1 43.6' LT STA 64+01.2 39.8' LT1 STA 64+01.3 34.3' LT1 STA 65+01.3 42.7' LT 1 STA 65+01.4 12.4' LT1 KENT CITY LIMIT P P TR P PPP P P P P U P P PP P U U U TR U WW T PP P U U P W P U P G R A V E L BR I D G E A B U T M E N T \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ STA 70+78.7 70.6' LT 19 STA 70+41.2 63.6' RT19 STA 70+67.7 64.0' RT1 SR 1 6 7 OF F - R A M P S R 1 6 7 O N - R A M P SW 43RD ST JBOX (2) JBOX 80 0 + 0 0 801+00 7 0 3 + 0 0 7 0 2 + 0 0 68+00 69+00 70+00 71+00 72+00 POLE POLE AP STA 70+39.3 34.7' LT AP STA 70+98.2 48.0' LT AP STA 70+80.0 60.3' LT AP STA 71+04.6 50.7' RT AP STA 71+14.6 46.8' RT AP STA 70+49.3 15.9' RT AP STA 70+69.0 17.3' RT 10 10 9 2 2 2 2 10 10 10 10 3 14 3 25 25 25 22 EXIST BRIDGE, BACK OF PAVEMENT SEAT WSDOT LIMITED ACCESS ROW 23 23 25 EXIST ROW STA 67+69.7 42.0' LT 19 STA 71+25.1 46.2' LT 19 STA 70+15.1 16.2' LT 1 STA 70+14.4 6.5' RT 1 STA 70+14.1 16.9' RT1 STA 71+22.7 19.8' RT 1 STA 68+65.7 41.5' LT1 STA 68+65.2 20.3' LT1 STA 69+53.2 5.2' RT1 STA 69+52.9 15.1' RT1 STA 70+35.9 54.4' LT19 STA 67+60.4 11.9' RT 19 STA 70+15.6 37.3' LT1 BEGIN STA 70+20.8 18.1' RT END STA 70+44.5 46.6' RT BEGIN STA 70+91.6 73.0' RT END STA 71+25.7 45.6' RT END STA 71+13.2 48.9' LT BEGIN STA 70+79.7 70.9' LT END STA 70+34.6 47.4' LT STA 71+22.5 27.9' RT 19 STA 68+04.5 42.0' LT 1 STA 67+95.2 12.0' RT 1 KENT CITY LIMIT SITE PREPARATION & TESC NOTES SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CEMENT CONC. SIDEWALK. PRESERVE AND PROTECT. PLANING BITUMINOUS PAVEMENT PER PAVEMENT GRIND DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. EXACT LOCATIONS AND DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. REMOVE MEDIAN OR TRAFFIC ISLAND. BEGIN PLANING. PAVEMENT REPAIR AT BRIDGE PER SECTION DETAIL, SHEET 5. EXACT LOCATIONS AND DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. PRESERVE AND PROTECT SIGNAL POLE. PROTECT FOUNDATION DURING SIDEWALK EXCAVATION. EXISTING JUNCTION BOX. SEE SIGNALIZATION PLANS, SHEETS 54-57. 1 2 3 9 10 14 19 22 23 25 SITE PREPARATION & TESC GENERAL NOTES 1.THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2.PER STANDARD SPECIFICATION 1-07.16(1)A, THE CONTRACTOR SHALL PROTECT BUILDINGS, ALL PRIVATE PROPERTY, AND CITY PROPERTY FROM DAMAGE OR STAINS RESULTING FROM CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING BUILDING FACADES AND STRUCTURES IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL COSTS FOR PROTECTION AND REPAIR OF DAMAGES IS CONSIDERED INCIDENTAL TO THE CONTRACT PER STANDARD SPECIFICATION 1-07.16(6). 3.REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 4.PRESERVE AND PROTECT ALL EXISTING TREES WITHIN AND ADJACENT TO THE PROJECT LIMITS PER TREE PROTECTION DETAIL, SHEET 6. 5.REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. REMOVE CONCRETE REMOVE ASPHALT PAVEMENT PLANING BITUMINOUS PAVEMENT CLEARING AND GRUBBING CURB AND GUTTER REMOVAL INLET PROTECTION PER COR STD PLN 216.30 SAWCUT LINE RIGHT OF WAY LINE CUT LINE (TYP) FILL LINE (TYP) SITE PREPARATION & TESC LEGEND CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SP01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S P 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 5 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 SITE PREPARATION & TESC PLAN STA 63+00 TO STA 72+00 2120015 77 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 2 0 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET GENERAL CONSTRUCTION NOTES 1.ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER COR STD PLAN 106 AND 330.7. ADJUST MONUMENT CASE AND COVER PER DETAIL, SHEET 7. 2.CONSTRUCT HMA ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-6 AND CURB RAMP DETAILS, SHEETS 53-60. 3.FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION AND TESC PLANS, SHEETS 15-21. 4.FOR SIGNALIZATION IMPROVEMENTS, SEE SHEETS 61-67. 5.FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. 6.FOR CHANNELIZATION IMPROVEMENTS, SEE SHEETS 70-76. 7.ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. 8.FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 CONSTRUCTION NOTES MATCH EXISTING. ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. BEGIN PAVING. PAVEMENT OVERLAY PER DETAIL, SHEET 5. ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET 1 5 9 10 11 15 CONSTRUCTION LEGEND PAVEMENT OVERLAY CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) SAWCUT LINE EXISTING RIGHT OF WAY LINE 7513 S 180TH ST PARCEL - 1253710060 CITY OF KENT SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC SPIKE 107 U FO 10+00 11+00 12+00 13+00 14+00 STA 10+48.77 22.83' LT11 STA 11+50.07 27.32' RT11 STA 12+58.64 26.79' RT11 50 . 3 ' 42 . 2 ' SW 43RD ST (2) (2) STA 10+48.79 27.43' RT11 9 9 9 9 10 15 5 5 5 5 5 9 1 1 1 1 9 EXIST ROW BEGIN PAVING STA 10+48.77 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC SPIKE 106 GP GPU FO 15+00 16+00 17+00 18+00 19+00 46 . 1 ' 54 . 3 ' SW 43RD ST 9 9 10 10 15 5 5 EXIST ROW (2) CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 5 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 2 3 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY PLAN STA 10+00 TO STA 19+00 2220015 77 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1412 SW 43RD ST PARCEL - 3623049110 CPI/AHP RENTON MOB LLC SPIKE 105 MON 6064 19+00 20+00 21+00 22+00 23+00 54 . 2 ' SW 43RD ST 15 3 5 13 3 EXIST ROW 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1250 SW 43RD ST PARCEL - 3623049114 MP-WALLC SW 43RD ST PARCEL - 3623049045 TRIPLE G HOLDINGS LLC FO 23+00 24+00 25+00 26+00 54 . 3 ' SW 43RD ST (3) 9 9 1555 5 EXIST ROW CONSTRUCTION LEGEND PAVEMENT OVERLAY CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) SAWCUT LINE EXISTING RIGHT OF WAY LINE CONSTRUCTION NOTES CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. PAVEMENT OVERLAY PER DETAIL, SHEET 5. 3 5 9 13 15 GENERAL CONSTRUCTION NOTES 1.ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER COR STD PLAN 106 AND 330.7. ADJUST MONUMENT CASE AND COVER PER DETAIL, SHEET 7. 2.CONSTRUCT HMA ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-6 AND CURB RAMP DETAILS, SHEETS 53-60. 3.FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION AND TESC PLANS, SHEETS 15-21. 4.FOR SIGNALIZATION IMPROVEMENTS, SEE SHEETS 61-67. 5.FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. 6.FOR CHANNELIZATION IMPROVEMENTS, SEE SHEETS 70-76. 7.ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. 8.FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 2 4 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY PLAN STA 19+00 TO STA 26+50 2320015 77 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 2 2 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 7979 S 180TH ST PARCEL - 3623049086 R 2 R INVESTMENTS LLC 1200 SW 43RD ST PARCEL - 3623049108 7-ELEVEN 1001 SW 41ST ST PARCEL - 3623049112 ADVENTURE 2000 LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS MIC 3 SPIKE 104 T T T P U FO P U P U 8329 23.70 FO1.DUCT 8330 24.06 FO1.DUCT 8332 23.24 FO2.DUCT 20 0 + 0 0 20 1 + 0 0 30 2 + 5 0 30 2 + 0 0 27+00 28+00 29+00 30+00 31+00 STA 28+07.16 95.18' RT11 STA 28+62.30 94.80' RT 1 STA 28+69.06 84.61' LT 1STA 28+16.32 84.78' LT11 54 . 3 ' 54 . 3 ' 80 T H A V E S SW 43RD ST (2) (3) STA 27+91.39 42.31' LT35 STA 28+87.40 46.10' LT 35 STA 28+83.35 44.51' RT 35 OA K E S D A L E A V E S W 4 ' M I N STA 27+93.98 47.20' RT 35 9 15 15 5 5 5 5 2 2 2 2 38 38 38 1 1 1 37 13 13 13 40 16 40 40 14 10 1 1 1 1 1 1 1 11 11 13 13 13 9 9 9 9 25 4 5 9 2 28 28 2 2 28 28 2 38 3 32 37 25 EXIST ROW KENT CITY LIMIT 8041 S 180TH ST PARCEL - 3623049101 SKACEL PROPERTIES LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS SPIKE 103 8334 23.19 FO2.DUCT 31+00 32+00 33+00 34+00 35+00 54 . 4 ' SW 43RD ST (2) (2)(2)9 9 9 9 1510 105 913 32 3 EXIST ROW CONSTRUCTION LEGEND PAVEMENT OVERLAY CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) CONSTRUCTION NOTES MATCH EXISTING. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. BEGIN PAVING. PAVEMENT REPAIR PER DETAIL, SHEET 5. ADJUST GAS VALVE CASE AND COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT OVERLAY PER DETAIL, SHEET 5. ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET 7. INSTALL NON-SKID COVER AND ADJUST TO GRADE. CONSTRUCT MODIFIED HIGH-STRENGTH CEMENT CONC. CURB RAMP, COMBINATION PER DETAIL, SHEET 7 AND WSDOT STD PLAN F-40.14-03 AND CURB RAMP DETAIL SHEETS 53-60. VEHICULAR BOLLARD PER DETAIL, SHEET 6. CONSTRUCT HIGH-STRENGTH CEMENT CONC. CURB RAMP TYPE PARALLEL A PER DETAIL, SHEET 7, WSDOT STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS 53-60. CONSTRUCT HIGH-STRENGTH CEMENT CONC. CURB AND GUTTER PER DETAIL, SHEET 7. ADJUST KING COUNTY SEWER MANHOLE TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 1 2 3 4 5 9 10 11 13 14 15 16 25 28 35 37 38 40 GENERAL CONSTRUCTION NOTES 1.ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER COR STD PLAN 106 AND 330.7. ADJUST MONUMENT CASE AND COVER PER DETAIL, SHEET 7. 2.CONSTRUCT HMA ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-6 AND CURB RAMP DETAILS, SHEETS 53-60. 3.FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION AND TESC PLANS, SHEETS 15-21. 4.FOR SIGNALIZATION IMPROVEMENTS, SEE SHEETS 61-67. 5.FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. 6.FOR CHANNELIZATION IMPROVEMENTS, SEE SHEETS 70-76. 7.ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. 8.FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 GRASS (RESTORATION) GRAVEL (RESTORATION) SAWCUT LINE EXISTING RIGHT OF WAY LINE CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 2 5 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY PLAN STA 26+50 TO STA 35+50 2420015 77 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 2 3 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 8301 S 180TH ST PARCEL - 3623049005 HILL FAMILY II LLC 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES W W36+00 37+00 38+00 39+00 40+00 54 . 3 ' SW 43RD ST (2)15 105510 40 EXIST ROW 8441 S 180TH ST PARCEL - 3123059129 GENUINE PARTS CO 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES SPIKE 102 MIC 6981 41+00 42+00 43+00 44+00 45+00 54 . 2 ' 66 . 8 ' SW 43RD ST (2) (3) 9 9 15 10 10 10 10 5 5 5 16 13 3 3 EXIST ROW (2) CONSTRUCTION LEGEND PAVEMENT OVERLAY CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) SAWCUT LINE EXISTING RIGHT OF WAY LINE CONSTRUCTION NOTES CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. PAVEMENT OVERLAY PER DETAIL, SHEET 5. ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET 7. ADJUST KING COUNTY SEWER MANHOLE TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 3 5 9 10 13 15 16 40 GENERAL CONSTRUCTION NOTES 1.ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER COR STD PLAN 106 AND 330.7. ADJUST MONUMENT CASE AND COVER PER DETAIL, SHEET 7. 2.CONSTRUCT HMA ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-6 AND CURB RAMP DETAILS, SHEETS 53-60. 3.FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION AND TESC PLANS, SHEETS 15-21. 4.FOR SIGNALIZATION IMPROVEMENTS, SEE SHEETS 61-67. 5.FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. 6.FOR CHANNELIZATION IMPROVEMENTS, SEE SHEETS 70-76. 7.ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. 8.FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 2 6 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY PLAN STA 35+50 TO STA 45+00 2520015 77 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 2 4 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 8621 S 180TH ST PARCEL - 3123059121 KNUDSON INVESTMENTS LLC 45+00 46+00 47+00 48+00 49+00 54 . 3 ' SW 43RD ST (2) (2) (2) (2) 13 9 9 15 10 10 540 18 18 3 3 EXIST ROW 8815 S 180TH ST PARCEL - 3123059097 SARBAT DA BHALA V INC 4208 LIND AVE SW PARCEL - 3926800010 ZV COMPANY INC 18129 EAST VALLEY HWY S PARCEL - 3123059033 ORILLIA STATION SHOPPING CE W SPIKE 101 T W MON 2541 G U P SP W U P P P U P U P P P T 40 0 + 0 0 40 1 + 0 0 50 2 + 5 0 50 2 + 0 0 50+00 51+00 52+00 53+00 54+00 54 . 2 ' 67 . 0 ' LI N D A V E S W SW 43RD ST 88 T H A V E S SW 43RD ST (2) STA 50+79.23 93.64' LT 1 STA 50+24.96 93.01' LT11 STA 50+26.64 57.92' RT11 STA 50+75.80 58.47' RT 1 STA 50+99.89 45.09' LT 35 STA 50+95.55 39.81' RT 35 STA 50+06.36 51.53' LT1 STA 50+10.29 55.24' LT1 (WATER)2 10 5 5 2 1 1 1 38 38 38 27 13 13 13 14 19 40 40 19 5 11 1 11 11 4 4 9 9 9 9 5 1 2 2 3 2 28 2 28 18 EXIST ROW KENT CITY LIMIT CONSTRUCTION NOTES MATCH EXISTING. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. BEGIN PAVING. PAVEMENT REPAIR PER DETAIL, SHEET 5. ADJUST GAS VALVE CASE AND COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT OVERLAY PER DETAIL, SHEET 5. ADJUST UTILITY STRUCTURE TO GRADE PER DETAIL, SHEET 5. INSTALL WATER VALVE COVER PER COR STD PLAN 330.7 IN PLACE OF MANHOLE COVER. ADJUST TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. CONSTRUCT HIGH-STRENGTH CEMENT CONC. CURB RAMP TYPE PARALLEL B PER DETAIL, SHEET 7, WSDOT STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS 53-60. CONSTRUCT MODIFIED HIGH-STRENGTH CEMENT CONC. CURB RAMP, COMBINATION PER DETAIL, SHEET 7 AND WSDOT STD PLAN F-40.14-03 AND CURB RAMP DETAIL SHEETS 53-60. VEHICULAR BOLLARD PER DETAIL, SHEET 6. CONSTRUCT HIGH-STRENGTH CEMENT CONC. CURB AND GUTTER PER DETAIL, SHEET 7. ADJUST KING COUNTY SEWER MANHOLE TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 1 2 3 4 5 9 10 11 13 14 15 18 19 27 28 35 38 40 GENERAL CONSTRUCTION NOTES 1.ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER COR STD PLAN 106 AND 330.7. ADJUST MONUMENT CASE AND COVER PER DETAIL, SHEET 7. 2.CONSTRUCT HMA ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-6 AND CURB RAMP DETAILS, SHEETS 53-60. 3.FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION AND TESC PLANS, SHEETS 15-21. 4.FOR SIGNALIZATION IMPROVEMENTS, SEE SHEETS 61-67. 5.FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. 6.FOR CHANNELIZATION IMPROVEMENTS, SEE SHEETS 70-76. 7.ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. 8.FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 CONSTRUCTION LEGEND PAVEMENT OVERLAY CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) SAWCUT LINE EXISTING RIGHT OF WAY LINE CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 2 7 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY PLAN STA 45+00 TO STA 54+00 2620015 77 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 2 5 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET P T 8819 S 180TH ST PARCEL - 3123059167 ORILLA STATION LOT 2 LLC 18015 EAST VALLEY HWY S PARCEL - 3123059118 CHEVRON SERVICES CO 330 SW 43RD ST PARCEL - 3926800020 S & J YEN LLC 4201 EAST VALLEY RD PARCEL - 3926800030 EAST VALLEY PETULA LLC 8829 S 180TH ST PARCEL - 3123059166 BOILEAU PROPERTIES SOUTHCEN U SPIKE 100 U 54+00 55+00 56+00 57+00 58+00 67 . 4 ' SW 43RD ST (2)(2) STA 56+29.92 27.62' LT11 STA 57+06.69 27.60' LT 1 9 9 9 9 15 10 10 5 5 5 14 14 17 111 9 3EXIST ROW PP P P P P P W P W P P P P P P W P PP 4242 EAST VALLEY RD PARCEL - 3123059114 NAKA PROPERTIES L L C 18010 EAST VALLEY HWY PARCEL - 3123059109 TIRUPATI INVESTMENTS LLC SPIKE 5 U 60 2 + 0 0 60 3 + 0 0 60 4 + 0 0 59+00 60+00 61+00 62+00 63+00 67 . 6 ' SW 43RD ST E V A L L E Y H W Y E V A L L E Y H W Y (2) (2) STA 59+80.69 27.07' LT11 STA 59+80.38 27.59' RT 1 STA 59+38.25 106.44' RT11 STA 59+71.16 69.14' RT11 STA 60+44.57 38.89' LT 35 STA 60+37.07 32.72' LT36 26 9 91510 5 2 2 2 2 21 3 21 4 4 12 4 4 39 4 24 24 24 8 28 8 12 13 10 17 1 1 1 1 1 11 1 1 18 1 9 21 12 37 9 1 1 1 2 2 6 18 24 36 39 12 39 8 12 2 8 8 41 4 1 EXIST ROW KENT CITY LIMIT END PAVING STA 59+80.54 CONSTRUCTION LEGEND PAVEMENT OVERLAY CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) SAWCUT LINE EXISTING RIGHT OF WAY LINE CONSTRUCTION NOTES MATCH EXISTING. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. ADJUST SANITARY SEWER MANHOLE TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR B PER WSDOT STD PLAN F-40.15-04. ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. BEGIN PAVING. INSTALL MOUNTABLE CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F10.12-04. PAVEMENT REPAIR PER DETAIL, SHEET 5. ADJUST GAS VALVE CASE AND COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT OVERLAY PER DETAIL, SHEET 5. ADJUST MONITORING WELL CASE AND COVER TO GRADE PER DETAIL, SHEET 5. ADJUST UTILITY STRUCTURE TO GRADE PER DETAIL, SHEET 5. CONSTRUCT HIGH-STRENGTH CEMENT CONC. MONOLITHIC CURB PER SIDEWALK DETAIL, SHEET 6. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. RESET ROCK LANDSCAPING TO FINISHED GRADE. CONSTRUCT MODIFIED HIGH-STRENGTH CEMENT CONC. CURB RAMP, COMBINATION PER DETAIL, SHEET 7 AND WSDOT STD PLAN F-40.14-03 AND CURB RAMP DETAIL SHEETS 53-60. VEHICULAR BOLLARD PER DETAIL, SHEET 6. DETECTABLE STRIP PER DETAIL, SHEET 7. CONSTRUCT HIGH-STRENGTH CEMENT CONC. CURB RAMP TYPE PARALLEL A PER DETAIL, SHEET 7, WSDOT STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS 53-60. CONSTRUCT CEMENT CONC. MONOLITHIC CURB PER MONOLITHIC CURB AND SIDEWALK DETAIL, SHEET 6. ADJUST KING COUNTY SEWER MANHOLE TO GRADE AND INSTALL NON-SKID COVER. 1 2 3 4 5 6 8 9 10 11 12 13 14 15 17 18 21 24 26 28 35 36 37 39 41 GENERAL CONSTRUCTION NOTES 1.ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER COR STD PLAN 106 AND 330.7. ADJUST MONUMENT CASE AND COVER PER DETAIL, SHEET 7. 2.CONSTRUCT HMA ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-6 AND CURB RAMP DETAILS, SHEETS 53-60. 3.FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION AND TESC PLANS, SHEETS 15-21. 4.FOR SIGNALIZATION IMPROVEMENTS, SEE SHEETS 61-67. 5.FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. 6.FOR CHANNELIZATION IMPROVEMENTS, SEE SHEETS 70-76. 7.ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. 8.FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 2 8 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY PLAN STA 54+00 TO STA 63+00 2720015 77 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 2 6 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET P P P T P TR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 63+00 64+00 65+00 66+00 67+00 STA 65+26.09 20.24' LT 1 STA 65+30.15 43.57' LT 1STA 63+38.17 37.48' LT11 STA 63+39.05 5.43' LT11 32 . 1 ' 23 . 3 ' SR 1 6 7 SW 43RD ST (SR 167 OVERPASS BRIDGE) 99 15 10 10 3251 1 11 11 WSDOT LIMITED ACCESS ROW EXIST BRIDGE, BACK OF PAVEMENT SEAT 33 EXIST ROW KENT CITY LIMIT P P TR P PPP P P P P U P P PP P U U U TR U WW T PP P U U P W P U P 10252 67.40 CB 10275 66.69 CB 10474 84.26 CB 10513 83.29 CB \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 80 0 + 0 0 801+00 7 0 3 + 0 0 7 0 2 + 0 0 68+00 69+00 70+00 71+00 72+00 WW W STA 67+69.74 41.96' LT 1 STA 67+60.37 11.98' RT 1 STA 71+25.08 46.24' LT 1 STA 70+41.23 63.62' RT11 STA 70+67.69 63.99' RT11 STA 70+35.89 54.41' LT11 54 . 0 ' 69 . 0 ' STA 71+22.72 19.78' RT 1 STA 71+22.54 27.90' RT 1 STA 71+24.55 42.84' RT 1 STA 70+78.72 70.64' LT 1 S R 1 6 7 O N - R A M P SW 43RD ST SR 1 6 7 O F F - R A M P 2:1 P P P 9 9 9 9 15 10 10 2 2 3 3 3 3 4 4 39 4 29 8 24 24 12 13 13 13 13 13 1 1 16 1 1 1 1 11 1 1 11 11 11 11 11 11 5 31 32 EXIST BRIDGE, BACK OF PAVEMENT SEAT 7 1 WSDOT LIMITED ACCESS ROW 2 2 28 12 8 12 18 EXIST ROW KENT CITY LIMIT BEGIN PAVING STA 67+62.46 BEGIN PAVING STA 71+23.43 CONSTRUCTION LEGEND PAVEMENT OVERLAY CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) CONSTRUCTION NOTES MATCH EXISTING. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15-04. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR B PER WSDOT STD PLAN F-40.15-04. ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. BEGIN PAVING. INSTALL MOUNTABLE CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F10.12-04. PAVEMENT REPAIR PER DETAIL, SHEET 5. PAVEMENT OVERLAY PER DETAIL, SHEET 5. ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET 7. ADJUST UTILITY STRUCTURE TO GRADE PER DETAIL, SHEET 5. CONSTRUCT HIGH-STRENGTH CEMENT CONC. MONOLITHIC CURB PER SIDEWALK DETAIL, SHEET 6. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-03. CONSTRUCT CEMENT CONC. SINGLE DIRECTION CURB RAMP TYPE A PER WSDOT STD PLAN F-40.16-03. CONSTRUCT HMA TRANSITION RAMP PER DETAIL, SHEET 5. CONSTRUCT PAVEMENT REPAIR AT BRIDGE PER DETAIL, SHEET 5 AND HMA JOINT DETAIL AT BRIDGE END PER WSDOT STD PLAN A-40.20-04. REPLACE CEMENT CONC. TRAFFIC CURB TYPE C PER WSDOT STANDARD PLAN GD-1. CONSTRUCT CEMENT CONC. MONOLITHIC CURB PER MONOLITHIC CURB AND SIDEWALK DETAIL, SHEET 6. 1 2 3 4 5 7 8 9 10 11 12 13 15 16 18 21 24 29 31 32 33 39 GENERAL CONSTRUCTION NOTES 1.ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER COR STD PLAN 106 AND 330.7. ADJUST MONUMENT CASE AND COVER PER DETAIL, SHEET 7. 2.CONSTRUCT HMA ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-6 AND CURB RAMP DETAILS, SHEETS 53-60. 3.FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION AND TESC PLANS, SHEETS 15-21. 4.FOR SIGNALIZATION IMPROVEMENTS, SEE SHEETS 61-67. 5.FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. 6.FOR CHANNELIZATION IMPROVEMENTS, SEE SHEETS 70-76. 7.ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. 8.FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY PLAN STA 63+00 TO STA 72+00 2820015 77 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 2 7 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 10+00 TO STA 14+50 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 10+00 11+00 18 . 9 18 . 8 5 21 . 0 21 . 0 1 12+00 22 . 7 22 . 7 0 24 . 0 23 . 9 9 13+00 24 . 7 24 . 7 5 25 . 3 25 . 3 3 14+00 25 . 7 25 . 6 9 14+50 26 . 0 26 . 0 0 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ 1.79%1.16%0.65% 4.86% 4.06% 2.81% PV I S T A = 1 0 + 4 8 . 7 7 EL = 1 6 . 3 6 PV I S T A = 1 1 + 0 3 . 5 7 EL = 1 9 . 0 2 PV I S T A = 1 1 + 7 4 . 6 3 EL = 2 1 . 9 1 PV I S T A = 1 2 + 4 6 . 2 3 EL = 2 3 . 9 2 PV I S T A = 1 2 + 7 9 . 4 6 EL = 2 4 . 5 2 PV I S T A = 1 3 + 5 1 . 0 0 EL = 2 5 . 3 4 1.79%1.16%0.65% 4.86% 4.06% 2.81% PV I S T A = 1 0 + 4 8 . 7 7 EL = 1 6 . 3 6 PV I S T A = 1 1 + 0 3 . 5 7 EL = 1 9 . 0 2 PV I S T A = 1 1 + 7 4 . 6 3 EL = 2 1 . 9 1 PV I S T A = 1 2 + 4 6 . 2 3 EL = 2 3 . 9 2 PV I S T A = 1 2 + 7 9 . 4 6 EL = 2 4 . 5 2 PV I S T A = 1 3 + 5 1 . 0 0 EL = 2 5 . 3 4 HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 14+50 TO STA 19+00 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 14+50 26 . 0 26 . 0 0 15+00 26 . 1 26 . 1 2 25 . 8 25 . 7 9 16+00 25 . 4 25 . 4 2 25 . 1 25 . 0 9 17+00 25 . 0 24 . 9 9 25 . 1 25 . 1 4 18+00 25 . 3 25 . 2 9 25 . 5 25 . 4 5 19+00 25 . 6 25 . 6 0 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ -0.55%-0.62%0.50% PV I S T A = 1 4 + 8 2 . 9 3 EL = 2 6 . 2 0 PV I S T A = 1 5 + 3 2 . 0 7 EL = 2 5 . 9 3 PV I S T A = 1 6 + 8 7 . 1 7 EL = 2 4 . 9 7 -0.55%-0.62%0.50% PV I S T A = 1 4 + 8 2 . 9 3 EL = 2 6 . 2 0 PV I S T A = 1 5 + 3 2 . 0 7 EL = 2 5 . 9 3 PV I S T A = 1 6 + 8 7 . 1 7 EL = 2 4 . 9 7 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PROF-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P R O F - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY DPY 04/2025 04/2025 KPF 04/2025 ROADWAY PROFILES STA 10+00 TO STA 19+00 2920015 77 HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 23+00 TO STA 26+50 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 23+00 24 . 2 24 . 2 0 24 . 1 24 . 1 4 24+00 24 . 2 24 . 2 1 24 . 4 24 . 3 6 25+00 24 . 5 24 . 5 3 24 . 7 24 . 6 9 26+00 24 . 6 24 . 5 9 26+50 24 . 5 24 . 4 6 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ 0.50%-0.46% PV I S T A = 2 3 + 4 5 . 0 9 EL = 2 4 . 0 2 PV I S T A = 2 5 + 4 6 . 3 8 EL = 2 5 . 0 3 0.50%-0.46% PV I S T A = 2 3 + 4 5 . 0 9 EL = 2 4 . 0 2 PV I S T A = 2 5 + 4 6 . 3 8 EL = 2 5 . 0 3 HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 19+00 TO STA 23+00 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 19+00 25 . 6 25 . 6 0 25 . 6 25 . 5 7 20+00 25 . 4 25 . 3 7 25 . 2 25 . 1 9 21+00 25 . 0 24 . 9 7 24 . 8 24 . 7 8 22+00 24 . 6 24 . 6 0 24 . 4 24 . 4 1 23+00 24 . 2 24 . 2 0 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ -0.50% PV I S T A = 1 9 + 2 1 . 4 2 EL = 2 6 . 1 4 -0.50% PV I S T A = 1 9 + 2 1 . 4 2 EL = 2 6 . 1 4 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PROF-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P R O F - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY DPY 04/2025 04/2025 KPF 04/2025 ROADWAY PROFILES STA 19+00 TO STA 26+50 3020015 77 HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 31+00 TO STA 35+50 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 31+00 22 . 6 22 . 5 6 22 . 3 22 . 3 5 32+00 22 . 1 22 . 1 3 21 . 9 21 . 9 5 33+00 21 . 8 21 . 7 8 21 . 6 21 . 6 3 34+00 21 . 4 21 . 4 3 21 . 2 21 . 1 5 35+00 21 . 1 21 . 0 7 35+50 21 . 1 21 . 1 0 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ -0.35%-0.04%-0.20% PV I S T A = 3 2 + 0 2 . 7 9 EL = 2 1 . 9 4 PV I S T A = 3 3 + 3 0 . 0 7 EL = 2 1 . 6 8 PV I S T A = 3 5 + 0 5 . 6 1 EL = 2 1 . 0 7 -0.35%-0.04%-0.20% PV I S T A = 3 2 + 0 2 . 7 9 EL = 2 1 . 9 4 PV I S T A = 3 3 + 3 0 . 0 7 EL = 2 1 . 6 8 PV I S T A = 3 5 + 0 5 . 6 1 EL = 2 1 . 0 7 HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 26+50 TO STA 31+00 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 26+50 24 . 5 24 . 4 6 27+00 24 . 3 24 . 3 3 24 . 0 24 . 0 4 28+00 23 . 9 23 . 9 1 23 . 6 23 . 5 6 29+00 23 . 5 23 . 5 0 23 . 1 23 . 1 4 30+00 22 . 9 22 . 9 2 22 . 7 22 . 7 3 31+00 22 . 6 22 . 5 6 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ -0.45%-0.53%-0.45%-0.53% PV I S T A = 2 7 + 0 2 . 4 7 EL = 2 4 . 3 2 PV I S T A = 2 8 + 4 0 . 4 0 EL = 2 3 . 5 8 = S T A 3 0 2 + 5 0 . 1 3 O A K S D A L E A V E S W C L ST A 2 8 + 4 0 . 0 7 S W 4 3 R D C L = S T A 2 0 0 + 0 0 . 0 0 8 0 T H A V E S C L ST A 2 8 + 3 5 . 6 8 S W 4 3 R D C L DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PROF-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P R O F - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY DPY 04/2025 04/2025 KPF 04/2025 ROADWAY PROFILES STA 26+50 TO STA 35+50 3120015 77 HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 40+50 TO STA 45+00 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 40+50 21 . 1 21 . 0 7 41+00 21 . 3 21 . 2 6 21 . 3 21 . 2 7 42+00 21 . 4 21 . 4 1 21 . 5 21 . 4 7 43+00 21 . 5 21 . 4 7 21 . 1 21 . 1 4 44+00 20 . 9 20 . 9 2 20 . 7 20 . 7 0 45+00 20 . 6 20 . 5 8 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ -0.62%0.14%-0.37% PV I S T A = 4 0 + 8 7 . 0 3 EL = 2 1 . 2 6 PV I S T A = 4 2 + 9 0 . 2 2 EL = 2 1 . 5 5 PV I S T A = 4 3 + 7 8 . 4 8 EL = 2 1 . 0 0 -0.62%0.14%-0.37%0.32% PV I S T A = 4 0 + 8 7 . 0 3 EL = 2 1 . 2 6 PV I S T A = 4 2 + 9 0 . 2 2 EL = 2 1 . 5 5 PV I S T A = 4 3 + 7 8 . 4 8 EL = 2 1 . 0 0 HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 35+50 TO STA 40+50 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 35+50 21 . 1 21 . 1 0 36+00 21 . 3 21 . 2 6 21 . 4 21 . 4 1 37+00 21 . 6 21 . 5 8 21 . 8 21 . 7 7 38+00 21 . 8 21 . 8 2 21 . 6 21 . 6 2 39+00 21 . 4 21 . 4 2 21 . 2 21 . 2 0 40+00 21 . 1 21 . 0 7 40+50 21 . 1 21 . 0 7 PV I S T A = 3 5 + 7 0 . 2 1 EL = 2 1 . 1 3 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ PV I S T A = 3 7 + 9 0 . 7 9 EL = 2 1 . 8 4 PV I S T A = 4 0 + 1 7 . 9 2 EL = 2 1 . 0 4 PV I S T A = 3 7 + 9 0 . 7 9 EL = 2 1 . 8 4 PV I S T A = 4 0 + 1 7 . 9 2 EL = 2 1 . 0 4 0.30%-0.35% DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PROF-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P R O F - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY DPY 04/2025 04/2025 KPF 04/2025 ROADWAY PROFILES STA 35+50 TO STA 45+00 3220015 77 HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 49+50 TO STA 54+00 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 49+50 21 . 5 21 . 5 1 50+00 21 . 5 21 . 5 4 21 . 8 21 . 7 7 51+00 21 . 7 21 . 7 3 21 . 6 21 . 5 9 52+00 21 . 4 21 . 4 2 21 . 3 21 . 3 0 53+00 21 . 3 21 . 3 2 21 . 4 21 . 4 4 54+00 21 . 7 21 . 6 5 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ 0.43%-0.22%-0.06%-0.25%0.21% PV I S T A = 5 0 + 4 5 . 3 8 EL = 2 1 . 7 7 PV I S T A = 5 0 + 8 2 . 9 4 EL = 2 1 . 6 8 PV I S T A = 5 1 + 3 8 . 0 5 EL = 2 1 . 6 5 PV I S T A = 5 0 + 1 5 . 8 8 EL = 2 1 . 6 4 PV I S T A = 5 2 + 7 9 . 9 1 EL = 2 1 . 3 0 PV I S T A = 5 3 + 5 8 . 3 6 EL = 2 1 . 4 4 0.43%-0.22%-0.06%-0.25%0.21% PV I S T A = 5 0 + 4 5 . 3 8 EL = 2 1 . 7 7 PV I S T A = 5 0 + 8 2 . 9 4 EL = 2 1 . 6 8 PV I S T A = 5 1 + 3 8 . 0 5 EL = 2 1 . 6 5 PV I S T A = 5 0 + 1 5 . 8 8 EL = 2 1 . 6 4 PV I S T A = 5 2 + 7 9 . 9 1 EL = 2 1 . 3 0 PV I S T A = 5 3 + 5 8 . 3 6 EL = 2 1 . 4 4 = S T A 5 0 2 + 5 0 . 0 0 L I N D A V E S W C L ST A 5 0 + 5 3 . 1 7 S W 4 3 R D C L = S T A 4 0 0 + 0 0 . 0 0 8 8 T H A V E S C L ST A 5 0 + 5 7 . 4 1 S W 4 3 R D C L HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 45+00 TO STA 49+50 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 45+00 20 . 6 20 . 5 8 20 . 4 20 . 3 6 46+00 20 . 3 20 . 2 8 20 . 3 20 . 2 7 47+00 20 . 4 20 . 4 3 20 . 7 20 . 6 6 48+00 20 . 8 20 . 8 4 21 . 0 21 . 0 0 49+00 21 . 3 21 . 2 8 49+50 21 . 5 21 . 5 1 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ 0.23%0.38%-0.12% PV I S T A = 4 5 + 6 2 . 9 7 EL = 2 0 . 3 2 PV I S T A = 4 6 + 0 0 . 0 0 EL = 2 0 . 2 7 PV I S T A = 4 7 + 3 7 . 6 0 EL = 2 0 . 5 9 0.23%0.38%-0.12% PV I S T A = 4 5 + 6 2 . 9 7 EL = 2 0 . 3 2 PV I S T A = 4 6 + 0 0 . 0 0 EL = 2 0 . 2 7 PV I S T A = 4 7 + 3 7 . 6 0 EL = 2 0 . 5 9 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PROF-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P R O F - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY DPY 04/2025 04/2025 KPF 04/2025 ROADWAY PROFILES STA 45+00 TO STA 54+00 3320015 77 HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 58+50 TO STA 63+00 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 58+50 23 . 2 23 . 2 3 59+00 23 . 5 23 . 5 1 23 . 8 23 . 7 9 60+00 24 . 0 24 . 0 1 24 . 2 24 . 2 4 61+00 24 . 4 24 . 4 4 25 . 3 25 . 2 9 62+00 27 . 1 27 . 0 5 30 . 0 29 . 9 9 63+00 33 . 6 33 . 5 8 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ 0.92%0.39% PV I S T A = 5 8 + 8 5 . 0 3 EL = 2 3 . 1 8 PV I S T A = 5 9 + 5 6 . 3 5 EL = 2 3 . 8 3 PV I S T A = 5 9 + 8 0 . 5 6 EL = 2 3 . 9 2 0.92%0.39% PV I S T A = 5 8 + 8 5 . 0 3 EL = 2 3 . 1 8 PV I S T A = 5 9 + 5 6 . 3 5 EL = 2 3 . 8 3 PV I S T A = 5 9 + 8 0 . 5 6 EL = 2 3 . 9 2 = S T A 6 0 3 + 0 0 . 0 0 E V A L L E Y H W Y C L ST A 6 0 + 5 7 . 3 0 S W 4 3 R D C L HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 54+00 TO STA 58+50 0 10 20 30 40 50 0 10 20 30 40 50 EX S T PR O P 54+00 21 . 7 21 . 6 5 21 . 8 21 . 8 5 55+00 22 . 0 22 . 0 4 22 . 3 22 . 2 5 56+00 22 . 4 22 . 4 3 22 . 6 22 . 6 0 57+00 22 . 7 22 . 6 7 22 . 6 22 . 6 4 58+00 23 . 0 23 . 0 1 58+50 23 . 2 23 . 2 3 PROPOSED GROUND AT CONSTRUCTION ℄ EXISTING GROUND AT CONSTRUCTION ℄ 0.13%0.41%0.48%0.20% PV I S T A = 5 5 + 9 8 . 9 9 EL = 2 2 . 4 3 PV I S T A = 5 7 + 0 9 . 8 3 EL = 2 2 . 6 5 PV I S T A = 5 7 + 9 9 . 7 0 EL = 2 2 . 7 7 0.13%0.41%0.48%0.20% PV I S T A = 5 5 + 9 8 . 9 9 EL = 2 2 . 4 3 PV I S T A = 5 7 + 0 9 . 8 3 EL = 2 2 . 6 5 PV I S T A = 5 7 + 9 9 . 7 0 EL = 2 2 . 7 7 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PROF-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P R O F - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY DPY 04/2025 04/2025 KPF 04/2025 ROADWAY PROFILES STA 54+00 TO STA 63+00 3420015 77 PROFILE FOR STA 63+00 TO 67+50 NOT INCLUDED, SEE ROADWAY PLANS HORIZ: 1" = 20 VERT: 1" = 10 SW 43RD CL STA 67+50 TO STA 72+00 50 60 70 80 90 100 50 60 70 80 90 100 EX S T PR O P 67+50 68+00 68 . 2 68 . 1 7 71 . 7 71 . 6 9 69+00 75 . 1 75 . 1 0 78 . 2 78 . 2 3 70+00 81 . 0 81 . 0 2 83 . 5 83 . 4 7 71+00 85 . 6 85 . 6 2 87 . 5 87 . 5 0 72+00 89 . 3 89 . 3 3 EXISTING GROUND AT CONSTRUCTION ℄ 7.72% 6.27% 4.92% 3.80% 5.58% 7.03% 6.82% PV I S T A = 6 7 + 6 2 . 4 1 EL = 6 5 . 2 7 PV I S T A = 6 8 + 0 0 . 0 0 EL = 6 8 . 1 7 PV I S T A = 6 8 + 5 0 . 0 0 EL = 7 1 . 6 9 PV I S T A = 6 9 + 0 0 . 0 0 EL = 7 5 . 1 0 PV I S T A = 6 9 + 5 0 . 0 0 EL = 7 8 . 2 3 PV I S T A = 7 0 + 0 0 . 0 0 EL = 8 1 . 0 2 PV I S T A = 7 0 + 5 0 . 0 0 EL = 8 3 . 4 7 PV I S T A = 7 1 + 0 0 . 0 0 EL = 8 5 . 6 1 PV I S T A = 7 1 + 2 3 . 4 1 EL = 8 6 . 5 0 7.72% 6.27% 4.92% 4.27%3.80% 5.58% 7.03% 6.82% PV I S T A = 6 7 + 6 2 . 4 1 EL = 6 5 . 2 7 PV I S T A = 6 8 + 0 0 . 0 0 EL = 6 8 . 1 7 PV I S T A = 6 8 + 5 0 . 0 0 EL = 7 1 . 6 9 PV I S T A = 6 9 + 0 0 . 0 0 EL = 7 5 . 1 0 PV I S T A = 6 9 + 5 0 . 0 0 EL = 7 8 . 2 3 PV I S T A = 7 0 + 0 0 . 0 0 EL = 8 1 . 0 2 PV I S T A = 7 0 + 5 0 . 0 0 EL = 8 3 . 4 7 PV I S T A = 7 1 + 0 0 . 0 0 EL = 8 5 . 6 1 PV I S T A = 7 1 + 2 3 . 4 1 EL = 8 6 . 5 0 PROPOSED GROUND AT CONSTRUCTION ℄ = S T A 7 0 3 + 0 0 . 0 0 S R 1 6 7 O N - R A M P C L ST A 7 0 + 6 6 . 5 6 S W 4 3 R D C L = S T A 8 0 0 + 0 0 . 0 0 S R 1 6 7 O F F - R A M P C L ST A 7 0 + 7 2 . 3 1 S W 4 3 R D C L DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PROF-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P R O F - R D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY DPY 04/2025 04/2025 KPF 04/2025 ROADWAY PROFILES STA 63+00 TO STA 72+00 3520015 77 GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### SPIKE 107 CB 6254 RIM 24.17' CB 6255 RIM 24.21' CB 6256 RIM 22.15'CB 6259 RIM 16.27' CB 6263 RIM 16.21'CB 6264 RIM 20.50' CB 6335 RIM 24.11' U FOFO 7513 S 180TH ST PARCEL - 1253710060 CITY OF KENT SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC 10+00 11+00 12+00 13+00 14+00 SW 43RD ST EXIST ROW DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 MA T C H L I N E S T A 1 4 + 5 0 S H E E T 3 7 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 10+00 TO STA 14+50 3620015 77 10 20 40 600 SCALE IN FEET GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### SPIKE 106 CB 5738 RIM 24.33' CB 6100 RIM 24.42'GP GPDWY DWY DWY SSMH 8003 RIM 25.82 IE 17.2 S,E,W @ CL 8" PVC RIM 25.39 CB 8004 IE 23.6 S, 4" PVC U FOFO 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC 15+00 16+00 17+00 18+00 19+00 SW 43RD ST EXIST ROW MA T C H L I N E S T A 1 4 + 5 0 S H E E T 3 6 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 3 8 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 14+50 TO STA 19+00 3720015 77 10 20 40 600 SCALE IN FEET SPIKE 105 SDMH 6020 RIM 24.42 IE 9.1± E, 30" CONC (UNCERTAIN) IE 9.1± W, 30" CONC (UNCERTAIN) ELEV 8.3 @ SUMP ELEV 12.5 @ TOPS OF BOTH PIPES STCR FILLED WITH WATER TO 13.4' MON 6064 DWY DWYDWY DWY DWY SSMH 8006 RIM 25.62 IE 15.3 S,E,W @ CL 8" PVC 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1412 SW 43RD ST PARCEL - 3623049110 CPI/AHP RENTON MOB LLC 19+00 20+00 21+00 22+00 23+00 SW 43RD ST 3 1 2 2 1 12 " S D 12" SD 9 EXIST ROW STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### STORM DRAINAGE NOTES INSTALL CB TYPE 2-48" PER RENTON STD PLAN 201.00. INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER / METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. 1 2 3 9 GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. CB 2 TO EXIST 36-IN. MAIN PROFILE (S 180TH ST) 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 EX I S T 3 6 I N . C O N C . S T O R M IE 1 0 . 5 CB TYPE 1 STA 21+33.54, 27.45' RT IE OUT 20.06 (12"N) RIM 24.34 2 54 LF 12" SD S=1.01% CB TYPE 2-48" STA 21+33.52, 26.19' LT IE IN 19.52 (12"S) IE OUT 15.16 (12"N) RIM 24.29 1 4 LF 12" SD S=2.10% 2 LF 12" SD S=115.14% 45° VERTICAL BEND TEE CONNECTION IE IN 12.68 (12"S) ± FG AT PIPE ℄ EG AT PIPE ℄ EX I S T 6 I N . ( ? ) G A S EX I S T 1 0 I N . W A T E R EX I S T ? ? I N . G A S EX I S T 6 I N . S T O R M ( L I K E L Y A B A N D O N E D ) DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 MA T C H L I N E S T A 2 3 + 0 0 S H E E T 3 9 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 19+00 TO STA 23+00 3820015 77 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 3 7 10 20 40 600 SCALE IN FEET HOR:1"=20' VER: 1"=5' MAP20"CB 5520 RIM 23.47' CB 5967 RIM 23.39' IE 9.1± E, 30" CONC (UNCERTAIN) IE 9.1± W, 30" CONC (UNCERTAIN) ELEV 12.5 @ TOPS OF BOTH PIPES STCR FILLED WITH WATER TO 13.4' DWYDWY BURIED SLAB DWY SSMH 8008 RIM 24.28 IE 13.7 S,E,W @ CL 8" PVC RIM 24.71 CB 8009 IE 17.3 N, 12" PVC RIM 24.35 CB 8011 IE 22.4 S, 4" CPP FOFO 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1250 SW 43RD ST PARCEL - 3623049114 MP-WALLC SW 43RD ST PARCEL - 3623049045 TRIPLE G HOLDINGS LLC 23+00 24+00 25+00 26+00 SW 43RD ST EXIST ROW STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. MA T C H L I N E S T A 2 3 + 0 0 S H E E T 3 8 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 4 0 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 23+00 TO STA 26+50 3920015 77 10 20 40 600 SCALE IN FEET MIC 3 SPIKE 104 •••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••• MAP22" SDMH 4247 RIM 23.52 IE 10.6 E, 48" CONC IE 10.4 NW, 48" CONC CB 4248 RIM 22.74' SDMH 4249 RIM 23.42 IE 14.7 SW, 24" CMP IE 13.8 SE, 12" PVC IE 13.7 N, 24" CONC OAK22" MAP14" T T PINE10" RIM 23.39 CB 4600 IE 21.7 SW, 4" IRON CB 4601 RIM 22.78' MAP18" MAP16" RIM 22.38 CB 4658 IE 16.1 W, 12" CPP IE 16.1 E, 12" CMP T MAP8" IE 15.2 W, 12" CONC IE 15.1 E, 12" CPP RIM 24.66 SDMH 4870 IE INACCESSIBLE, STCR TOO DEEP CB 4871 RIM 23.43' RIM 24.38 CB 4872 IE 22.7 S, 4" IRON SDMH #4925 RIM 23.11' SMH #4963 RIM 23.10'SMH #4964 RIM 23.16' DT8" REDWOOD20" REDWOOD16" MAP12" MAP12" CB 5249 RIM 23.51' SMH #5250 RIM 23.73' GAS.PIPELINE PINE10" BUFFALO.ENTER DWY P 25' METAL & PLASTIC, W/POWER, "7-ELEVEN" U IVY FO DWY P U P U BARK AC DWY DUCT DUCT DUCT DUCT DUCT DUCT ALL TELE IN THIS QUADRANT MARKED AS "DUCT"DUCT IE 17.3 N, 12" PVC SSMH 8010 RIM 24.07 IE 11.0 S,NE @ CL 8" PVC 8329 23.70 FO1.DUCT 8330 24.06 FO1.DUCT 8332 23.24 FO2.DUCT DUCT DUCT 7979 S 180TH ST PARCEL - 3623049086 R 2 R INVESTMENTS LLC 1200 SW 43RD ST PARCEL - 3623049108 7-ELEVEN 1001 SW 41ST ST PARCEL - 3623049112 ADVENTURE 2000 LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS 20 0 + 0 0 20 1 + 0 0 30 2 + 5 0 30 2 + 0 0 27+00 28+00 29+00 30+00 31+00 80 T H A V E S OA K E S D A L E AV E S W SW 43RD STSW 43RD ST 3 4 2 2 4 3 12 " S D 12" SD 9 EXIST ROW KENT CITY LIMIT STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### STORM DRAINAGE NOTES INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. EQUIP STRUCTURE WITH RECTANGULAR BI-DIRECTIONAL VANED GRATE PER RENTON STD PLAN 204.30. CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER / METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. 2 3 4 9 GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. CB 4 TO EXIST 54-IN. MAIN PROFILE (SW 43RD ST) 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 EX I S T 5 4 I N . C O N C . S T O R M IE 1 0 . 8 CB TYPE 1 STA 30+70.94, 26.82' LT IE OUT 18.87 (12"S) RIM 21.97 4 54 LF 12" SD S=1.00% 5 LF 12" SD S=1.02% 4 LF 12" SD S=100.97% 45° VERTICAL BEND TEE CONNECTION IE IN 14.28 (12"N) ± CB TYPE 1 STA 30+71.02, 27.39' RT IE IN 18.33 (12"N) IE OUT 18.32 (12"S) RIM 22.07 3FG AT PIPE ℄ EG AT PIPE ℄ EX I S T 1 0 I N . W A T E R EX I S T 1 6 I N . G A S EX I S T ? ? I N . G A S DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 MA T C H L I N E S T A 3 1 + 0 0 S H E E T 4 1 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 26+50 TO STA 31+00 4020015 77 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 3 9 10 20 40 600 SCALE IN FEET HOR:1"=20' VER: 1"=5' SPIKE 103 CB 3853 RIM 21.62' CB 3854 RIM 21.49' CB 3912 RIM 20.29' CB 3913 RIM 20.26' SDMH 3914 RIM 21.14 IE 11.3 W, 60" OR 48" CONC IE 11.3 E, 60" OR 48" CONC CB 4034 RIM 20.19' CB 4035 RIM 20.14' RIM 21.06 CB 4036 IE 19.5 S, 4" CPP CB 4038 RIM 21.38' CB 4039 RIM 21.36' DWYDWY DWY RIM 22.34 CB 8013 IE 20.6 S, 4" CPP SSMH 8017 RIM 21.32 8334 23.19 FO2.DUCT 8041 S 180TH ST PARCEL - 3623049101 SKACEL PROPERTIES LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS 31+00 32+00 33+00 34+00 35+00 SW 43RD ST 3 2 2 6 5 12 " S D - D I 12" SD EXIST ROW STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### STORM DRAINAGE NOTES INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A 2 3 GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. CB 6 TO EXIST 54-IN. MAIN PROFILE (SW 43RD ST) 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 EX I S T 5 4 I N . C O N C . S T O R M IE 1 1 . 1 CB TYPE 1 STA 33+65.26, 27.03' LT IE OUT 18.46 (12"S) RIM 20.81 6 CB TYPE 1 STA 33+65.37, 27.23' RT IE IN 17.92 (12"N) IE OUT 17.92 (12"S) RIM 20.91 5 54 LF 12" SD-DI S=1.00% 5 LF 12" SD S=0.97% 3 LF 12" SD S=102.96% 45° VERTICAL BEND TEE CONNECTION IE IN 14.57 (12"N) ± FG AT PIPE ℄ EG AT PIPE ℄ EX I S T 1 0 I N . W A T E R EX I S T 1 6 I N . G A S MA T C H L I N E S T A 3 1 + 0 0 S H E E T 4 0 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 4 2 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 31+00 TO STA 35+50 4120015 77 10 20 40 600 SCALE IN FEET HOR:1"=20' VER: 1"=5' CB 3661 RIM 20.21' CB 3665 RIM 20.41' CB 3666 RIM 20.29' SMH #3667 RIM 20.79' MAP14" IE 11.3 W, 60" OR 48" CONC IE 11.3 E, 60" OR 48" CONC W W IE 19.5 S, 4" CPP DWY DIRT RIM 19.93 CB 8014 IE 16.9 N, 12" PVC IE 16.9 E, 12" CONC IE 16.7 S, 12" PVC SSMH 8015 RIM 20.36 IE 14.2 SSW, CAPPED 8" PVC RIM 20.83 CB 8016 TYPE II IE 17.1 S, 10" CONC IE 17.1 S, 12" CONC IE 16.3 N, 12" UNKNOWN; CANNOT SEE IE 13.3 E,W @ CL 8" PVC 8301 S 180TH ST PARCEL - 3623049005 HILL FAMILY II LLC 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 36+00 37+00 38+00 39+00 40+00 SW 43RD ST EXIST ROW STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 MA T C H L I N E S T A 4 0 + 2 5 S H E E T 4 3 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 35+50 TO STA 40+25 4220015 77 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 4 1 10 20 40 600 SCALE IN FEET SPIKE 102 CB 3661 RIM 20.21'CB 3662 RIM 20.29' RIM 21.47 CB 3663 IE 19.5 S, 4" CPP CB 3664 RIM 20.56' CB 3665 RIM 20.41' CB 3666 RIM 20.29' DWY DWY LUMINAIRE REMOVED DWY MIC 6981 SDMH 8019 RIM 21.39 IE 11.6 W, 48" OR 60" CONC IE 11.6 E, 48" OR 60" CONC 8441 S 180TH ST PARCEL - 3123059129 GENUINE PARTS CO 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 41+00 42+00 43+00 44+00 45+00 SW 43RD ST 3 2 2 8 7 12 " S D 12" SD 9 EXIST ROW STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### STORM DRAINAGE NOTES INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER / METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. 2 3 9 GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. CB 8 TO EXIST 48-IN. MAIN PROFILE (SW 43RD ST) 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 EX I S T 4 8 I N . C O N C . S T O R M IE 1 2 . 3 CB TYPE 1 STA 44+25.85, 38.68' RT IE OUT 15.54 (12"N) RIM 20.43 7 CB TYPE 2-48" STA 44+26.09, 27.09' LT IE OUT 14.75 (12"S) RIM 20.43 8 59 LF 12" SD S=1.55% 3 LF 12" SD S=38.07% TEE CONNECTION IE IN 14.55 (12"S) ± FG AT PIPE ℄ EG AT PIPE ℄ EX I S T 1 0 I N . W A T E R EX I S T 4 I N . C O M EX I S T 1 6 I N . G A S EX I S T 4 I N . G A S TEE CONNECTION IE IN 13.83 (12"N) ± EX I S T 3 6 I N . S E W E R EX I S T 6 I N . S T O R M ( L I K E L Y A B A N D O N E D ) 7.92'24" MIN MA T C H L I N E S T A 4 0 + 2 5 S H E E T 4 2 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 4 4 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 40+25 TO STA 45+00 4320015 77 10 20 40 600 SCALE IN FEET HOR:1"=20' VER: 1"=5' CONTRACTOR TO MAINTAIN 24" (MINIMUM) SEPARATION FROM BOTTOM OF PROPOSED CATCH BASIN TO TOP OF EXISTING SEWER MAIN. •••• •••••••••• •••••••••••• •• MAP12" MAP8" MAP12" SDMH 3476 RIM 20.38 IE 12.8 W, 48" CONC IE 12.8 E, 48" CONC CB 3477 RIM 19.47' CB 3478 RIM 19.57' CB 3648 RIM 19.60' CB 3649 RIM 19.58' SMH #3650 RIM 20.21' U U U U DWY DWY 8621 S 180TH ST PARCEL - 3123059121 KNUDSON INVESTMENTS LLC 45+00 46+00 47+00 48+00 49+00 SW 43RD ST 3 2 2 10 9 12 " S D - D I 12" SD 9 EXIST ROW STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### STORM DRAINAGE NOTES INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER / METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. 2 3 9 GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. CB 10 TO EXIST 48-IN. MAIN PROFILE (SW 43RD ST) 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 EX I S T 4 8 I N . C O N C . S T O R M IE 1 2 . 9 CB TYPE 1 STA 47+80.44, 26.23' RT IE IN 17.27 (12"N) IE OUT 16.97 (12"S) RIM 20.14 9 CB TYPE 1 STA 47+80.55, 27.88' LT IE OUT 17.65 (12"S) RIM 20.25 10 54 LF 12" SD-DI S=0.70%5 LF 12" SD S=38.19% FG AT PIPE ℄ EG AT PIPE ℄ EX I S T 3 6 I N . S E W E R EX I S T 6 I N . M I S C / U N K N O W N EX I S T 1 0 I N . W A T E R EX I S T 1 6 I N . G A S EX I S T 4 I N . G A S EX I S T M I S C / U N K N O W N ( N O T F O U N D ) TEE CONNECTION IE IN 15.15 (12"N) ± DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 45+00 TO STA 49+25 4420015 77 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 4 3 10 20 40 600 SCALE IN FEET MA T C H L I N E S T A 4 9 + 2 5 S H E E T 4 5 HOR:1"=20' VER: 1"=5' RIM 20.42 CB 1745 IE 16.4 N, 12" CPP RIM 20.59 CB 1778 IE 18.3 E, 6" CPP IE 18.3 W, 6" CPP IE 14.8 S, 12" CONC IE 14.2 N, 12" CONC W CB 2093 RIM 20.47' SPIKE 101 DWY DWY 3' •••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••• •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••• MAP16"MAP12"MAP16" T SSMH 2389 RIM 22.62 IE 9.3 S-NW @ CL 8" CONC MAP14" MON 2541 P MAP12" MAP14" SP GAS.PIPELINE SSMH 2750 RIM 20.63 CB 2751 IE 18.7 SE, 12" CMP IE 18.4 N, 12" CONC MAP12" MAP12"MAP14" SSMH 3009 RIM 22.16 IE 9.7 @ CL 18" CONC RIM 21.22 CB 3010 IE 15.7 S, 24" CONC IE 15.5 NW, 24" CONC SDMH 3030 RIM 21.32 IE 13.2 SE, 24" CONC IE 13.2 W, 48" CONC ELEV 17.6 , @ TOP OF 8" UTILITY PIPE SMH #3131 RIM 21.27' SSMH 3132 RIM 21.07 IE 7.7 @ CL SMH #3210 RIM 21.72' W IVY U 5' METAL & PLASTIC, W/POWER, "BLUE PEARL" VETERINARY P P P P U P BARK BARK BARK 4' WOOD, COMMERCIAL 7' WOOD, "FOR LEASE" 20' METAL & PLASTIC W/POWER, "SHELL" RT.LANE.MUST.TURN P P ALL POWER IN THIS QUADRANT MARKED AS "DUCT" DUCT DUCT DUCT DUCT ALL POWER IN THIS QUADRANT MARKED AS "DUCT" DUCT DUCT DUCT RIM 21.50 CB 8021 IE 19.7 S, 4" CPP T DUCT, W/POWER 8815 S 180TH ST PARCEL - 3123059097 SARBAT DA BHALA V INC 4208 LIND AVE SW PARCEL - 3926800010 ZV COMPANY INC 18129 EAST VALLEY HWY S PARCEL - 3123059033 ORILLIA STATION SHOPPING CE 40 0 + 0 0 50 2 + 5 0 50 2 + 0 0 50+00 51+00 52+00 53+00 54+00 SW 43RD ST 88 T H A V E S LI N D A V E S W 2 1 6 2 1 2 3 12 13 11 14 15 12" SD-DI 12 " S D - D I 12" SD 12 " S D 12" SD 9 EXIST ROW KENT CITY LIMIT STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### STORM DRAINAGE NOTES INSTALL CB TYPE 2-48" PER RENTON STD PLAN 201.00. INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. EQUIP STRUCTURE WITH ROUND FRAME AND COVER PER RENTON STD PLAN 204.50. CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER / METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. 1 2 3 6 9 CB 13 TO CB 12 PROFILE (LIND AVE SW) 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 EX I S T 8 I N . S E W E R CB TYPE 1 STA 50+79.22, 90.72' LT IE OUT 18.53 (12"W) RIM 20.88 13 CB TYPE 1 STA 50+24.95, 90.08' LT IE IN 18.20 (12"E) IE OUT 18.20 (12"S) RIM 20.97 12 54 LF 12" SD-DI S=0.61% FG AT PIPE ℄ EG AT PIPE ℄ CB 15 TO CB 14 PROFILE (LIND AVE SW) 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 CB TYPE 1 STA 50+74.02, 62.67' RT IE OUT 18.65 (12"W) RIM 21.75 15 45 LF 12" SD S=2.0 2 % FG AT PIPE ℄ EG AT PIPE ℄ CB 14 TO EXIST 48-IN. MAIN PROFILE (LIND AVE SW) 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 EX I S T 4 8 I N . C O N C . S T O R M IE 1 3 . 2 TEE CONNECTION IE IN 14.75 (12"S) ± EX I S T U T I L I T Y D U C T EX I S T 6 I N . C O M EX I S T 8 I N . S E W E R 33 LF 12" SD S=4.92% FG AT PIPE ℄ EG AT PIPE ℄ CB TYPE 2-48" STA 50+29.47, 62.86' RT IE IN 17.75 (12"E) IE OUT 16.25 (12"N) RIM 21.60 14 CB 12 TO EXIST 48-IN. MAIN PROFILE (SW 43RD ST) 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 CB TYPE 2-48" STA 50+25.91, 4.69' RT IE IN 17.70 (12"N) IE OUT 15.00 (12"S) RIM 21.64 11 95 LF 12" SD-DI S=0.53% EX I S T 6 I N . P O W E R EX I S T 1 0 I N . P O W E R EX I S T 3 6 I N . S E W E R EX I S T 1 0 I N . W A T E R EX I S T 1 6 I N . G A S EX I S T 6 I N . S T O R M ( L I K E L Y A B A N D O N E D ) EX I S T 4 8 I N . C O N C . S T O R M IE 1 3 . 2 TEE CONNECTION IE IN 14.65 (48"N) ± FG AT PIPE ℄ EG AT PIPE ℄ 28 LF 12" SD S=1.24% DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 4 6 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 49+25 TO STA 54+00 4520015 77 10 20 40 600 SCALE IN FEET CO N T I N U A T I O N - S E E A B O V E HOR:1"=20' VER: 1"=5'HOR:1"=20' VER: 1"=5'HOR:1"=20' VER: 1"=5' SAME STRUCTURE (SEE PREVIOUS SHEET FOR GENERAL DRAINAGE NOTES) HOR:1"=20' VER: 1"=5' SAME STRUCTURE RIM 22.27 CB 1271 IE 18.3 N, 12" PVC RIM 22.52 CB 1272 IE 18.1 S, 12" PVC RIM 22.05 CB 1698 IE 19.8 N, 6" CONC CB 1700 RIM 21.87' CB 1701 RIM 21.66' U CB 1732 RIM 21.34' CB 1733 RIM 21.63' SPIKE 100 DWY DWY U BARK WOOD PLTR BORDER WOOD PLTR BORDER RIM 22.63 CB 8022 IE 16.7 E, 18" CMP IE 15.8 N, 12" CMP IE 15.1 S, 18" CONC CB 6" DOWN (PAVED OVER, INACCESSIBLE) 8819 S 180TH ST PARCEL - 3123059167 ORILLA STATION LOT 2 LLC 18015 EAST VALLEY HWY S PARCEL - 3123059118 CHEVRON SERVICES CO 330 SW 43RD ST PARCEL - 3926800020 S & J YEN LLC 4201 EAST VALLEY RD PARCEL - 3926800030 EAST VALLEY PETULA LLC 8829 S 180TH ST PARCEL - 3123059166 BOILEAU PROPERTIES SOUTHCEN 12144 21.92 CB P 12317 22.35 CB SOLID 12320 22.12 CB SOLID 12360 22.31 CB T 54+00 55+00 56+00 57+00 58+00 SW 43RD ST 81 16 9 EXIST ROW STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### STORM DRAINAGE NOTES INSTALL CB TYPE 2-48" PER RENTON STD PLAN 201.00. CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER / METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. 1 8 9 GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. CB 16 PROFILE (SW 43RD ST) 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 IE IN 14.79 (18"N) ± IE OUT 14.79 (18"S) ± EXIST CB TYPE 2 STA 55+05.99, 40.69' LT IE IN 16.60 (12"E) IE IN 15.90 (12"N) IE OUT 15.00 (18"S) RIM 22.63 8022 EXIST CB TYPE 2-54" STA 55+08.03, 35.79' RT IE IN 14.90 (18"E) IE IN 13.90 (18"N) IE OUT 13.90 (36"W) RIM 21.33 EX CONNECT EXISTING PIPE TO PROPOSED STRUCTURE CB TYPE 2-48" STA 55+06.36, 26.99' LT RIM 21.44 16 FG AT PIPE ℄ EG AT PIPE ℄ MA T C H L I N E S T A 5 8 + 5 0 S H E E T 4 7 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 54+00 TO STA 58+50 4620015 77 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 4 5 10 20 40 600 SCALE IN FEET HOR:1"=20' VER: 1"=5' HOR:1"=20' VER: 1"=5' SEE PLAN SHEET ## RIM 22.72 CB 1051 IE 20.3 N, 8" CONC RIM 23.84 CB 1052 IE 16.5 S, 12" CONC IE 16.4 W, 18" CONC IE 16.2 E, 18" CONC SSMH 1053 RIM 24.32 IE 13.1 SSW @ CL 12" CONC IE 14.0 SW, 8" CONC RIM 22.27 CB 1271 IE 18.3 N, 12" PVC RIM 22.52 CB 1272 IE 18.1 S, 12" PVC CB 1296 RIM 23.77' CB 1374 RIM 23.87 CB 1375 IE 19.6 SE, 6" CONC IE 17.6 SW, 18" CONC IE 17.6 NE, 18" CONC SPIKE 5 U 15' METAL & PLASTIC, "EAST VALLEY BUSINESS PARK" DWY AC 4242 EAST VALLEY RD PARCEL - 3123059114 NAKA PROPERTIES L L C 18010 EAST VALLEY HWY PARCEL - 3123059109 TIRUPATI INVESTMENTS LLC 12284 24.55 MH SEWER PP P P P P 10170 24.80 MH STORM P 10191 23.43 CB 10240 24.13 MH SEWER W 10242 23.67 CB 12133 22.52 CB 12202 24.07 MH SEWER 12203 24.03 CB SOLID P 12285 24.10 CB SOLID 12300 23.47 MH SEWER W 12310 22.79 CB SOLID P 12374 22.97 CB 12392 24.36 MH SEWER P P P P P 12789 27.86 CB W 12954 32.84 CB 12965 28.13 CB 13017 23.54 CB 13076 23.08 CB 13082 24.11 CB SOLID 13095 24.08 CB SOLID 13102 24.25 MH STORM 13109 23.28 CB 13110 24.50 CB SOLID P13140 23.88 MH STORM PP 60 2 + 0 0 60 3 + 0 0 60 4 + 0 0 59+00 60+00 61+00 62+00 63+00 SW 43RD ST E V A L L E Y HW Y EXIST ROW KENT CITY LIMIT STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. MA T C H L I N E S T A 5 8 + 5 0 S H E E T 4 6 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE PLAN & PROFILES STA 58+50 TO STA 63+00 4720015 77 10 20 40 600 SCALE IN FEET MA T C H L I N E S T A 6 3 + 0 0 S H E E T 4 8 P 12824 38.90 CB P 12851 43.42 CB P T 12954 32.84 CB P TR 63+00 64+00 65+00 66+00 67+00 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SR 1 6 7 SW 43RD ST EXIST ROW KENT CITY LIMIT WSDOT LIMITED ACCESS ROW STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 SJW SJW 04/2025 04/2025 SJW 04/2025 MA T C H L I N E S T A 6 7 + 0 0 S H E E T 4 9 10 20 40 600 SCALE IN FEET STORM DRAINAGE PLAN & PROFILES STA 63+00 TO STA 67+00 4820015 77 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 4 7 80 0 + 0 0 00 7 0 3 + 0 0 7 0 2 + 0 0 67+00 68+00 69+00 70+00 71+00 72+00 P P TR P PPP P P P P U P P PP P U U U TR U WW T PP P U U P W 10578 86.66 MH SEWER P U P 70 75 80 8566676869717273747677787981 82 83 84 86 87 88 8 5828 3 8 4 8 6 8 7 8 8 82 70 75 80 66 67 6 8 69 71 72 73 74 76 77 78 79 65 70 75 8066676869 71 72 73 74 76 77 78 79 81 8 2 81 8 2 8 3 84 8 3 85 84 8 6 84.52 85. 1 9 82.74 10252 67.40 CB 10275 66.69 CB 10474 84.26 CB 10513 83.29 CB \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SR 1 6 7 O F F - R A M P S R 1 6 7 O N - R A M P SW 43RD ST SW 43RD ST EXIST ROW WSDOT LIMITED ACCESS ROW KENT CITY LIMIT STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE SD CB STRUCTURE NUMBER### GENERAL STORM DRAINAGE NOTES 1.SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2.PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. 3.ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4.CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. CONCRETE INLET - RENTON STD. PLAN 200.30 C. TYPE 2 - RENTON STD. PLAN 201.00 5.ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6.STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7.TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON-RECYCLED MATERIAL AND FOLLOW COR STD PLAN 220.20. 8.NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 9.CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10.CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SD02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S D 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 4 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 SJW SJW 04/2025 04/2025 SJW 04/2025 MA T C H L I N E S T A 6 7 + 0 0 S H E E T 4 8 10 20 40 600 SCALE IN FEET STORM DRAINAGE PLAN & PROFILES STA 67+00 TO STA 72+00 4920015 77 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015DET-SD.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 D E T - S D . d w g 4/ 1 8 / 2 0 2 5 2 : 5 4 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE DETAILS DETAILS 1 5020015 77 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015DET-SD.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 D E T - S D . d w g 4/ 1 8 / 2 0 2 5 2 : 5 4 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE DETAILS DETAILS 2 5120015 77 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015DET-SD.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 D E T - S D . d w g 4/ 1 8 / 2 0 2 5 2 : 5 4 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 21022627 SA M U E L J WI L S O N 4 -1 8-2025 SJW SJW 04/2025 04/2025 SJW 04/2025 STORM DRAINAGE DETAILS DETAILS 3 5220015 77 SW 43RD ST 213 212 210 208 207 218 217 216 215 214 206 204 203 202 200 201 220 221 209 211 205 1.0% 6.0' 1. 0 % 5. 0 ' 5 . 0 % 1 7 . 8 ' 5 . 9 % 1 5 . 0 ' 1.2% 6.0' 1.3% 6.0' 1. 0 % 1 2 . 8 ' 1. 5 % 6. 8 ' 7.2% 5.8' 1. 5 % 6. 0 ' 1.5% 4.0' 1.5% 4.0' 1. 5 % 6. 0 ' 7.5% 7.0' 1.5% 2.7' 0. 5 % 6. 0 ' 1.5 % 6.0 ' 0.6 % 6.0 ' 0.8% 6.0' 0.8% 6.0' 1 . 4 % 5 . 9 ' 0 . 4 % 6 . 0 ' 1 . 5 % 5 . 2 ' 0 . 5 % 6 . 0 ' 1. 4 % 6. 0 ' 0. 9 % 5. 0 ' 0. 1 % 7 . 7 ' 1.1% 6.0' R2 RAMP 2B JUNCTION BOX PUSH BUTTON POLE RAMP 2A PUSH BUTTON POLE 219 EXIST ROW GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. RAMP 1 GRADING POINTS # 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 STATION 27+72.43 27+85.31 27+90.36 28+03.69 28+07.10 28+09.99 27+56.21 27+66.95 27+80.46 27+91.94 27+95.47 27+98.02 27+96.72 27+96.80 28+01.67 28+01.72 28+02.56 27+99.14 27+82.37 27+80.62 27+80.48 27+66.99 27+57.92 27+97.05 OFFSET 29.63' LT 35.15' LT 38.39' LT 51.11' LT 56.10' LT 61.41' LT 44.39' LT 46.78' LT 46.82' LT 48.43' LT 50.32' LT 56.36' LT 63.14' LT 71.14' LT 71.06' LT 63.06' LT 59.22' LT 54.29' LT 39.80' LT 40.82' LT 40.82' LT 40.78' LT 38.71' LT 52.33' LT ELEV 23.31 23.15 23.06 22.77 22.68 22.52 24.66 24.11 23.32 23.09 23.02 22.89 23.09 23.21 23.13 23.02 22.76 22.85 23.23 23.26 23.26 24.05 24.51 22.97 DESCRIPTION MATCH EXISTING, PC RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE MATCH EXISTING MATCH EXISTING TRANSITION PANEL, AP RAMP, AP RAMP, PC, R=5' RAMP, PT PT LANDING, AP MATCH EXISTING MATCH EXISTING LANDING, AP RAMP, AP RAMP LANDING, PC, R=2' PT RAMP TRANSITION PANEL, AP MATCH EXISTING RAMP, PC, R=5' RAMP 2 GRADING POINTS # 200 201 202 203 204 205 206 207 208 209 210 211 212 213 STATION 28+73.26 28+79.26 28+82.91 28+88.44 28+93.16 29+13.12 29+23.74 28+82.52 28+82.87 28+89.59 28+98.93 29+00.91 29+06.44 29+11.66 OFFSET 63.65' LT 52.08' LT 47.30' LT 41.69' LT 37.98' LT 29.25' LT 28.02' LT 91.44' LT 77.92' LT 59.11' LT 50.53' LT 49.45' LT 47.75' LT 46.95' LT ELEV 22.50 22.61 22.64 22.63 22.66 22.77 22.66 23.87 23.70 22.74 22.87 22.89 23.31 23.47 DESCRIPTION MATCH EXISTING, PC RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE GRADE BREAK MATCH EXISTING, PT MATCH EXISTING LANDING, PC, R=34' LANDING PCC, R=20' RAMP PT TRANSITION PANEL CURB RETURN TABLE R# R1 R2 DELTA 48°12'15" 68°21'01" RADIUS 60.00' 55.00' TANGENT 26.84' 37.34' LENGTH 50.48' 65.61' OA K E S D A L E A V E S W 30 2 + 0 0 T U SW 43RD ST 101 102 103 104 105 106 108 119 120 107 111 113 114 109 115 117 116 121122 123 118 112 110 1. 1 % 6. 0 ' 1. 1 % 6. 0 ' 1. 0 % 6. 0 ' 1.5% 6.0' 1 . 5 % 5 . 0 ' 1 . 5 % 5 . 0 ' 1.6% 18.1 ' 1.5% 5.0' 1.5% 6.0' 1.5 % 6.0 ' 1.6% 4.0' 7.7% 9.5' 1.6% 4.0' 7.6% 9.5' 3 . 0 % 6 . 9 ' 1.5% 5.1' 1. 5 % 4. 0 ' 1. 5 % 4. 0 ' 2.0% 11.6' 1. 5 % 5. 1 ' 1.5 % 6.0 ' 1. 5 % 5. 0 ' 6 . 5 % 3 . 9 ' R1 RAMP 1A EXIST ROW PUSH BUTTON POLE JUNCTION BOX RAMP 1B PUSH BUTTON POLE 124 29+0029+00MIC 3 28+0028+00 RAMP 2 GRADING POINTS # 214 215 216 217 218 219 220 221 STATION 29+15.57 29+14.69 29+10.75 28+99.87 28+97.18 28+84.64 28+76.87 28+76.60 OFFSET 46.09' LT 40.42' LT 41.02' LT 42.68' LT 43.09' LT 55.74' LT 77.80' LT 91.33' LT ELEV 23.66 23.56 23.38 22.79 22.75 22.66 23.64 23.49 DESCRIPTION MATCH EXISTING MATCH EXISTING TRANSITION PANEL RAMP LANDING LANDING, PC=40' LANDING, PT MATCH EXISTING CEMENT CONC. CURB RAMP HIGH-STRENGTH CEMENT CONC. CURB RAMP AND CURB, SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 4 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & OAKESDALE AVE INTERSECTION NORTH LEG 5320015 77 502.5 10 20 SCALE IN FEET PLAN T T SW 43RD ST 1.5% 4.0' 1. 5 % 5. 0 ' 6.0% 6.0' 6.0% 6.0' 1. 5 % 5. 0 ' 1.5% 4.0' 1.5% 4.0' 1. 5 % 5. 0 ' 1.5 % 5.0 '7.5 % 6.1 ' 1.5 % 5.0 ' 1.5% 5.0' 0. 6 % 1 3 . 1 ' 0. 5 % 1 5 . 7 ' 0 . 5 % 5 . 0 ' 1.5% 5.0' 0 . 5 % 5 . 0 ' 3 . 3 % 1 2 . 7 ' 2 . 8 % 1 5 . 2 ' 1.4% 5.0' 1.4% 5.0' 0. 5 % 4. 0 ' 0. 5 % 4. 0 ' 0. 4 % 11 . 0 ' 0. 5 % 11 . 0 ' 1.5% 5.0' 6.9 % 7.9 ' 0.5 % 5. 0 ' 0.5 % 5. 0 ' 1. 5 % 5. 0 ' 0. 6 % 6 . 0 ' 1.5% 4.0' R3 R4 307 301 304 305 306 303 RAMP 3A EXIST ROW PUSH BUTTON POLE RAMP 3B PUSH BUTTON POLE 319 320 309 317 310 316 315 308 302 311 314 318 313 312 5.1 ' GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. RAMP 3 GRADING POINTS # 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 STATION 27+44.64 27+78.14 27+85.26 27+89.57 28+00.55 28+02.92 28+06.22 28+06.35 28+00.85 28+00.72 27+98.07 27+95.69 27+86.70 27+82.38 27+76.90 27+57.90 27+57.90 27+76.90 27+87.69 27+91.99 OFFSET 27.92' RT 34.53' RT 38.00' RT 40.53' RT 51.73' RT 56.10' RT 71.04' RT 91.04' RT 91.08' RT 71.08' RT 58.73' RT 54.34' RT 45.22' RT 42.69' RT 39.99' RT 39.99' RT 35.06' RT 34.99' RT 49.52' RT 53.70' RT ELEV 23.47 23.31 23.27 23.24 23.16 23.14 23.06 23.02 23.53 23.63 23.21 23.24 23.32 23.34 23.80 24.21 24.17 23.73 23.30 23.26 DESCRIPTION MATCH EXISTING, PC RAMP RAMP ENTRANCE RAMP ENTRANCE, PCC RAMP ENTRANCE RAMP ENTRANCE LANDING, PT MATCH EXISTING MATCH EXISTING RAMP, PC, R=31' LANDING RAMP ENTRANCE PCC, R=76.5', RAMP ENTRANCE RAMP PT MATCH EXISTING MATCH EXISTING RAMP AP AP RAMP 4 GRADING POINTS # 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 STATION 28+66.35 28+71.25 28+74.02 28+90.81 28+95.25 29+16.67 28+75.22 28+76.63 28+78.34 28+80.83 28+96.60 29+01.04 29+14.54 29+23.54 29+23.55 29+14.55 28+98.53 28+76.67 28+73.55 28+71.83 28+70.44 28+81.32 28+79.90 OFFSET 65.77' RT 55.25' RT 51.09' RT 36.02' RT 33.71' RT 28.65' RT 78.22' RT 73.56' RT 67.81' RT 61.63' RT 45.95' RT 43.70' RT 40.52' RT 40.45' RT 35.59' RT 35.52' RT 39.37' RT 58.86' RT 66.39' RT 72.14' RT 76.80' RT 75.32' RT 80.03' RT ELEV 22.84 22.90 22.92 22.81 22.78 22.62 23.59 23.65 23.56 23.06 22.95 22.93 23.35 23.15 23.18 23.27 22.87 22.99 23.49 23.58 23.51 24.05 23.98 DESCRIPTION MATCH EXISTING, PC RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE MATCH EXISTING, PT MATCH EXISTING LANDING, AP RAMP, PC, R=36' LANDING PT RAMP, PC, R=30' RAMP, PT MATCH EXISTING MATCH EXISTING RAMP, PC, R=35' LANDING, PT LANDING, PC, R=38' RAMP TRANSITION PANEL MATCH EXISTING MATCH EXISTING MATCH EXISTING CURB RETURN TABLE R# R3 R4 R5 DELTA 33°03'52" 57°06'24" 69°17'24" RADIUS 82.00' 36.50' 55.00' TANGENT 24.34' 19.86' 38.01' LENGTH 47.32' 36.38' 66.51' SPIKE 104 FO P U P 401 402 403 404 406 409 408 407 410 411 414 413 412 415 405 416 417 418 419 420 421 422 423 0.7% 5.0' 1. 5 % 6. 0 ' 1. 5 % 6. 0 ' 0.5 % 5.0 ' 0.7% 5.0' 6.1 % 8.2 ' 1. 5 % 5. 3 ' 7.5 % 6.6 ' 1.5% 5.0' 1.7% 5.0' 0.5% 24.2 ' 1 . 5 % 6 . 0 ' 1 . 5 % 6 . 0 ' 0.5% 5.0' 0.5% 5.0' 2.4% 16.6' 1 . 2 % 5 . 0 ' 1. 6 % 5. 0 ' 1. 6 % 5. 0 ' 1.0% 4.0' 1.0% 4.0' 1.4 % 4. 9 ' 1.5% 5.0'7.9% 5.0' 7.7 % 5.0' 1.4 % 4. 9 ' 1.5 % 6. 0 ' 1.5 % 4. 3 ' 1.2 % 4. 9 ' 3.0% 14.0' R5 RAMP 4A EXIST ROW PUSH BUTTON POLE RAMP 4B PUSH BUTTON POLE 80 T H A V E S 20 0 + 5 0 29+00 28+50 29+00 MIC 3 28+00 27+50 28+00 CEMENT CONC. CURB RAMP HIGH-STRENGTH CEMENT CONC. CURB RAMP AND CURB, SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 4 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 09/2024 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & OAKSDALE AVE INTERSECTION SOUTH LEG 5420015 77 502.5 10 20 SCALE IN FEET PLAN GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. RAMP 6 GRADING POINTS # 600 601 602 603 604 605 606 607 608 609 610 611 612 STATION 50+80.12 50+80.16 50+82.63 50+91.52 50+95.41 51+01.08 51+05.96 51+19.51 50+90.58 50+90.83 51+00.36 51+13.01 51+22.30 OFFSET 93.65' LT 84.90' LT 68.17' LT 50.59' LT 46.00' LT 40.80' LT 37.31' LT 31.13' LT 86.57' LT 81.57' LT 58.18' LT 49.90' LT 47.88' LT ELEV 20.85 20.87 20.95 21.06 21.09 21.12 21.15 21.09 21.93 21.82 21.23 21.36 22.04 DESCRIPTION MATCH EXISTING PC, R=60' PCC, R=55' RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE MATCH EXISTING, PT MATCH EXISTING LANDING, PC, R=34' LANDING RAMP LANDING, PT CURB RETURN TABLE R# R6 R7 DELTA 16°12'17" 56°43'59" RADIUS 60.00' 55.00' TANGENT 8.54' 29.70' LENGTH 16.97' 54.46' LI N D A V E S W 50 2 + 0 0 50 2 + 0 0 • • • • • • • • • • • • • 51+00 50+50 51+50 SW 43RD ST51+0051+00 50+50 51+50 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 5' METAL & PLASTIC, W/POWER, "BLUE PEARL" VETERINARY P 1.7% 6.0' 1.4% 6.0' 3 . 0 % 1 5 . 0 ' 1.5% 6.0' 1.6% 6.0 ' 1 . 1 % 5 . 3 ' 0. 8 % 1 5 . 2 ' 1.5% 5.2' 1.5 % 6.0 ' 1.5 % 6.0 ' 7.2% 9.5' 6.1% 11.2' 1. 5 % 6. 0 ' 0. 4 % 7 . 6 ' 0. 5 % 6. 0 ' 0 . 5 % 6 . 0 ' 1.5 % 6.0 ' 0. 5 % 6. 0 ' 0 . 5 % 6 . 0 ' 1.5% 5.2' 2 . 6 % 1 7 . 5 ' 1 . 5 % 5 . 6 ' 1 . 0 % 6 . 6 ' 1 . 0 % 6 . 4 ' 610 609 608 607 611 613 612 600 602 603 604 605 606RAMP 6B EXIST ROW PUSH BUTTON POLE JUNCTION BOX 614 615616 617 618 619 601 RAMP 6A PUSH BUTTON POLE R6 R7 RAMP 6 GRADING POINTS # 613 614 615 616 617 618 619 STATION 51+27.27 51+26.85 51+21.86 51+10.92 50+96.04 50+84.82 50+84.80 OFFSET 47.37' LT 41.54' LT 41.90' LT 44.28' LT 54.01' LT 81.51' LT 86.54' LT ELEV 22.12 22.03 21.95 21.27 21.14 21.72 21.80 DESCRIPTION MATCH EXISTING MATCH EXISTING LANDING, PC, R=40' RAMP LANDING TRANSITION PANEL, PT MATCH EXISTING CEMENT CONC. CURB RAMP HIGH-STRENGTH CEMENT CONC. CURB RAMP AND CURB, SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 2 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 5 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & LIND AVE INTERSECTION NORTH LEG 5520015 77 502.5 10 20 SCALE IN FEET PLAN 40 0 + 5 0 88 T H A V E S 40 0 + 5 0 GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. RAMP 7 GRADING POINTS # 700 701 702 703 704 705 706 707 708 709 STATION 49+97.18 50+02.51 50+10.26 50+16.62 50+20.71 50+12.60 50+00.87 49+83.87 49+83.89 50+00.90 OFFSET 31.37' RT 33.89' RT 38.96' RT 44.78' RT 49.71' RT 48.53' RT 39.27' RT 39.35' RT 34.31' RT 34.34' RT ELEV 21.18 21.21 21.25 21.30 21.40 21.37 21.28 21.91 22.01 21.29 DESCRIPTION MATCH EXISTING, PC LANDING LANDING LANDING MATCH EXISTING, PT LANDING, PC, R=49.5' PT MATCH EXISTING MATCH EXISTING RAMP RAMP 8 GRADING POINTS # 800 801 802 803 804 805 806 807 808 809 810 STATION 50+73.98 50+76.82 50+83.76 50+87.10 51+01.34 51+05.89 51+14.10 51+14.42 51+19.29 51+29.29 51+29.29 OFFSET 67.55' RT 58.46' RT 47.54' RT 43.81' RT 33.34' RT 31.26' RT 28.69' RT 30.09' RT 33.98' RT 34.14' RT 38.98' RT ELEV 22.30 21.60 21.39 21.35 21.27 21.24 21.21 21.54 21.58 21.78 21.83 DESCRIPTION MATCH EXISTING, TOC MATCH EXISTING, PC RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE MATCH EXISTING PT RAMP, PC, R=5' MATCH EXISTING MATCH EXISTING RAMP 8 GRADING POINTS # 811 812 813 814 815 816 817 818 819 820 STATION 51+19.29 51+05.19 51+02.79 51+02.76 50+93.53 50+95.19 50+87.49 50+84.16 50+81.78 50+78.73 OFFSET 38.98' RT 38.97' RT 39.26' RT 42.12' RT 44.61' RT 46.48' RT 50.87' RT 56.47' RT 60.84' RT 68.89' RT ELEV 21.63 21.34 21.35 21.40 21.40 21.44 21.46 21.87 22.17 22.35 DESCRIPTION RAMP PT AP AP PCC, R=10' LANDING, PC, R=49.5' RAMP, AP LANDING, AP MATCH EXISTING MATCH EXISTING CURB RETURN TABLE R# R8 R9 DELTA 19°11'02" 18°29'46" RADIUS 55.00' 55.00' TANGENT 9.29' 8.96' LENGTH 18.42' 17.76' SP GAS.PIPELINE P U 0. 5 % 8. 0 ' 0. 6 % 7. 0 ' 1.5 % 5. 1 ' 1.5% 5.0' 1.5% 5.0 ' 1.5% 5.0' 1. 5 % 5. 0 ' 0.5 % 9. 2 ' 7.5% 7.0' 1. 5 % 5. 0 ' 0. 5 % 8 . 6 ' 6.3% 8.4' 1.5% 5.0' 706707 708 700 701 703 709 704 705 PUSH BUTTON POLE EXIST ROW RAMP 7 PUSH BUTTON POLE 702 R8 P 7' WOOD, "FOR LEASE" 20' METAL & PLASTIC W/POWER, "SHELL" 1.5 % 5.0 ' 6.1 % 5.0 ' 1.5 % 5. 0 ' 6.3 % 6.5 ' 0.7% 5.0 ' 1. 5 % 4 . 5 ' 1. 5 % 4 . 5 ' 1. 0 % 5. 0 ' 2.0% 14.1' 2.4% 6.0' 1. 0 % 5. 0 ' 2.4% 6.0' 0 . 6 % 6 . 7 ' 1 . 5 % 5 . 0 ' 1.5% 5.0' 1 . 5 % 5 . 0 ' 5.5 % 7.3 ' 0.7% 5.0 ' 0.5% 17.5 ' 1.5% 5.0' 5.5 % 5.5 ' 0.5% 8.7'0.5% 3.7 ' 2.2% 8.5' 802 803 804 PUSH BUTTON POLE EXIST ROW RAMP 8A RAMP 8B 801 805 806 819 818 817 815 812 811 810 809 808 807 816 800 820 813 814 4 . 0 ' M I N R9 50+00 SW 43RD ST50+0050+00 51+00 SW 43RD ST51+0051+00 CEMENT CONC. CURB RAMP HIGH-STRENGTH CEMENT CONC. CURB RAMP AND CURB, SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 2 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & LIND AVE INTERSECTION SOUTH LEG 5620015 77 502.5 10 20 SCALE IN FEET PLAN W P P P SW 43RD ST 1.5% 11.2'1 . 5 % 5 . 0 ' 3 . 7 % 5 . 0 ' 0.6% 5.0' 1.5 % 5.0 ' 3 . 7 % 5 . 0 ' 7. 1 % 1 7 . 0 ' 1.5% 5.0' 1.5% 5.0' 4. 9 % 4. 4 ' 1.5 % 5.0 ' 3 . 9 % 4 . 5 ' 1.5 % 5.0 ' 1. 2 % 4. 2 ' 1. 5 % 3. 3 ' 1.5% 5.9' 3.5% 5.5' 7. 5 % 4. 4 ' 1. 5 % 5. 2 ' 0.6% 5.0' 0.8% 5.0' 1 . 5 % 5 . 0 ' 1.5% 5.0' 5 . 0 % 6 . 1 ' 5. 4 % 4. 0 ' 8 . 0 % 1 5 . 0 ' 3 . 7 % 5 . 0 ' 5 . 8 % 5 . 3 ' 4 . 4 % 4 . 0 ' 1.5% 5.0' 7. 5 % 4. 2 ' 1. 5 % 5. 2 ' 1.1% 4.2' 1.3% 12.0' 1.5% 5.5' 100110021003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1101 1103 1104 1105 1106 1107 1110 1108 1102 1109 MEDIAN 2 RAMP 11 JUNCTION BOX JUNCTION BOX PUSH BUTTON POLE PUSH BUTTON POLE EXIST ROW R11 R12 R13 R14 R15 602 + 5 0 E V A L L E Y H W Y R11 P P P 0.5% 6.0' 0.5% 6.0' 1. 5 % 6. 0 ' 0.2 % 4.0 ' 5.5 % 5.5 '0.2 % 4.0 ' 1. 5 % 6. 0 ' 5.5% 3.4' 4.8% 8.5 ' 4.8 % 2.0 ' 1.0% 5.6' 1 . 0 % 6 . 5 ' 7 . 2 % 1 0 . 0 ' 7 . 2 % 1 0 . 0 ' 0.5 % 9. 6 ' 0.5% 3.0' 0.1% 14.2' 0.0% 5.0' 1. 5 % 8. 0 ' 0.0% 16.5' 0.2% 5.0' 1. 5 % 6 . 0 ' 1. 5 % 6 . 0 ' 0.2% 5.0' 0.0% 5.0' 6.9% 7.0' 1. 5 % 8. 0 ' 6.9% 7.0' 1. 5 % 8. 0 ' 0.5% 4.0' 0.5% 4.0' 0.0% 16.5' 1 . 5 % 7 . 2 ' 0 . 5 % 4 . 3 ' 1. 5 % 8. 0 ' 908 907 901 904 905 906 902 919 918 917 916 915 914 913 910 909 912 911 903 920 JUNCTION BOX PUSH BUTTON POLE RAMP 9 RAMP 10 PUSH BUTTON POLE 4 . 0 ' M I N EXIST ROW R10 SW 43RD ST60+0060+00 61+50 MEDIAN 2 FLOWLINE POINTS # 1001 1002 1003 1004 1005 1006 1007 1008 1009 STATION 61+32.14 61+27.15 61+21.45 61+18.52 61+23.45 61+26.43 61+40.10 61+45.39 61+50.65 OFFSET 31.37' LT 31.20' LT 31.00' LT 36.58' LT 43.22' LT 47.23' LT 65.62' LT 64.66' LT 51.55' LT ELEV 24.31 24.28 24.70 24.59 23.98 23.90 24.45 24.47 24.01 DESCRIPTION RAMP RAMP PC PT RAMP RAMP PC PCC RAMP RAMPS 9 & 10 FLOWLINE POINTS # 901 902 903 904 905 906 907 908 909 910 911 912 913 914 STATION 59+97.29 60+13.29 60+18.29 60+49.10 60+52.82 60+58.71 60+59.88 60+65.09 60+59.95 60+54.21 60+51.02 60+43.17 60+38.89 60+28.92 OFFSET 28.05' LT 27.98' LT 27.96' LT 39.16' LT 42.51' LT 49.05' LT 50.68' LT 58.02' LT 61.71' LT 54.45' LT 49.94' LT 49.54' LT 54.44' LT 65.64' LT ELEV 23.45 23.51 23.50 23.50 23.51 23.52 23.51 23.53 24.08 24.10 23.80 23.66 23.73 24.52 DESCRIPTION MATCH EXISTING RAMP ENTRANCE RAMP ENTRANCE, PC RAMP ENTRANCE RAMP ENTRANCE PT LANDING MATCH EXISTING MATCH EXISTING RAMP PC, R=5' PT RAMP MATCH EXISTING RAMP 11 FLOWLINE POINTS # 1101 1102 1103 1104 1105 1106 1107 1108 1109 1110 STATION 61+66.28 61+67.10 61+68.39 61+70.77 61+73.20 61+84.79 61+92.42 61+94.94 61+72.43 61+71.71 OFFSET 76.69' LT 72.18' LT 67.88' LT 62.18' LT 57.81' LT 44.91' LT 40.05' LT 44.94' LT 73.54' LT 77.48' LT ELEV 23.63 23.75 23.93 24.12 24.30 25.02 25.47 26.12 24.32 24.30 DESCRIPTION MATCH EXISTING PC RAMP LANDING LANDING RAMP MATCH EXISTING, PT MATCH EXISTING, PC, R=44.5' AP MATCH EXISTING GENERAL CURB RAMP NOTES 1.FOR GENERAL NOTES, SEE SHEET 56. CURB RETURN TABLE R# R10 R11 R12 R13 R14 R15 DELTA 55°00'24" 128°38'19" 127°13'09" 25°26'22" 129°34'54" 43°06'10" RADIUS 50.00' 3.50' 3.00' 71.00' 3.00' 50.00' TANGENT 26.03' 7.28' 6.05' 16.03' 6.37' 19.75' LENGTH 48.00' 7.86' 6.66' 31.53' 6.78' 37.61' RAMPS 9 & 10 FLOWLINE POINTS # 915 916 917 918 919 920 STATION 60+24.55 60+34.33 60+37.19 60+35.21 60+18.34 59+97.33 OFFSET 61.76' LT 50.54' LT 47.27' LT 39.32' LT 36.46' LT 36.55' LT ELEV 24.49 23.70 23.68 23.63 23.62 24.15 DESCRIPTION MATCH EXISTING RAMP PC, R=5' PCC, R=43.5' PT, LANDING MATCH EXISTING MEDIAN 2 FLOWLINE POINTS # 1010 1011 1012 1013 1014 1015 1016 1017 STATION 61+53.12 61+60.49 61+58.35 61+45.85 61+47.64 61+29.09 61+26.81 61+31.81 OFFSET 47.20' LT 37.28' LT 32.29' LT 48.82' LT 44.11' LT 45.25' LT 40.72' LT 40.72' LT ELEV 24.20 24.71 24.69 24.20 24.27 23.95 24.03 24.07 DESCRIPTION RAMP PCC PT SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 CEMENT CONC. CURB RAMP HIGH-STRENGTH CEMENT CONC. CURB RAMP AND CURB, SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP03.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 3 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 6 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & E VALLEY HWY INTERSECTION NORTH LEG 5720015 77 502.5 10 20 SCALE IN FEET PLAN P P 0. 5 % 5. 0 ' 1.4% 6.0' 2.8% 12.7' 1. 5 % 5. 0 ' 0.5 % 5.0 ' 0.5 % 5.0 ' 0.6% 5.0' 0. 5 % 5 . 0 ' 1.4% 4.2 ' 1.5% 5.0' 2.5% 3.2' 1. 5 % 5. 3 ' 1. 5 % 5. 3 ' 2.8% 12.7' 4. 5 % 3. 8 ' 4. 5 % 3. 2 ' 2. 5 % 8. 2 ' 1.5% 5.0' 0.6% 5.0' 0. 4 % 5. 0 ' 1. 5 % 5. 0 ' 1.5% 4.0' 0. 4 % 5. 0 ' 0.9% 5.3' 1.5 % 6.5 ' 1.5 % 6.0 ' 1.5% 6.0 ' 1.5% 6.0' 1.5% 6.0' 1.0% 6.5' 1.5 % 6. 0 ' 5. 1 % 7. 0 ' 1. 6 % 6 . 0 ' 7 . 0 % 1 0 . 1 ' 5 . 9 % 1 1 . 9 ' 1. 8 % 5 . 1 ' 6. 0 % 6. 0 ' 1 . 2 % 5 . 0 ' 1 . 6 % 6 . 0 ' 1.8 % 5. 0 ' 1301 1302 1303 1304 1305 1306 1307 1308 13091310 1311 1312 1313 1314 1315 1316 1317 1201 1202 1203 1204 1205 1206 1207 1208 RAMP 12 MEDIAN 1 JUNCTION BOX 604 + 0 0 JUNCTION BOX EXIST ROW R16 R17 R18 R19 R20 R21 P PP 1 . 5 % 5 . 3 ' 0 . 9 % 5. 0 ' 2.3% 4.5' 1.8% 5.0'0.5% 5.0' 1 . 5 % 5 . 3 ' 0.5% 5.0' 1 . 2 % 6 . 4 ' 0.8% 10.7' 1.0% 12.4' 1. 5 % 4. 9 ' 4.4 % 3.6 ' 1.5% 5.0 ' 1.5% 6.0' 1. 5 % 6.0' 1.5 % 5. 0 ' 4.4 % 6.5 ' 4.4 % 6.5 ' 1. 5 % 4. 8 ' 4.7% 4.3' 1.0 % 6.4 ' 1 . 1 % 3 . 8 ' 1.1% 14.5' 1.1% 4.6' 1401 1402 1403 1404 1405 1406 1407 1408 1409 1411 1412 1413 1414 RAMP 13 RAMP 14 JUNCTION BOX PUSH BUTTON POLE 1415 1410 1416 4 . 0 ' M I N EXIST ROW R22 E V A L L E Y H W Y 603 + 5 0 SW 43RD ST 60+0060+00 59+50 SW 43RD ST 61+00 603 + 0 0 61+0060+50 MEDIAN 1 FLOWLINE POINTS # 1301 1302 1303 1304 1305 1306 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 STATION 59+47.98 59+51.52 59+69.65 59+76.11 59+89.49 59+92.38 59+98.74 59+95.92 59+85.38 59+80.38 59+48.01 59+45.14 59+51.29 59+53.39 59+78.30 59+80.33 59+85.29 OFFSET 36.94' RT 40.47' RT 65.26' RT 65.20' RT 46.31' RT 42.23' RT 33.25' RT 27.73' RT 27.63' RT 27.59' RT 27.29' RT 34.12' RT 33.62' RT 38.60' RT 38.38' RT 33.37' RT 37.21' RT ELEV 23.40 23.39 23.86 24.11 24.16 24.13 24.06 24.09 23.82 23.85 23.52 23.44 23.46 23.46 24.03 23.93 24.07 DESCRIPTION RAMP RAMP PCC PT RAMP RAMP PC PT RAMP RAMP PC PCC SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 RAMP 12 FLOWLINE POINTS # 1201 1202 1203 1204 1205 1206 1207 1208 STATION 59+13.11 59+24.01 59+29.61 59+33.70 59+39.64 59+42.09 59+35.24 59+11.19 OFFSET 43.46' RT 48.37' RT 52.74' RT 57.18' RT 67.62' RT 79.76' RT 79.83' RT 50.19' RT ELEV 22.72 22.85 22.99 23.09 23.29 23.57 24.15 23.34 DESCRIPTION MATCH EXISTING, PC RAMP LANDING LANDING RAMP MATCH EXISTING, PT MATCH EXISTING, PC, R=33.5' MATCH EXISTING, PT RAMPS 13 & 14 FLOWLINE POINTS # 1401 1402 1403 1404 1405 1406 1407 1408 1409 1410 1411 1412 1413 1414 1415 1416 STATION 60+51.63 60+58.08 60+61.20 60+64.69 60+85.24 60+90.17 60+92.56 60+95.28 60+95.56 60+91.10 60+92.11 60+82.59 60+71.58 60+62.43 60+55.98 60+65.89 OFFSET 55.75' RT 46.45' RT 42.50' RT 38.92' RT 28.20' RT 27.38' RT 27.19' RT 27.04' RT 32.51' RT 33.15' RT 39.46' RT 44.30' RT 49.90' RT 49.66' RT 58.93' RT 47.04' RT ELEV 23.66 23.57 23.63 23.71 23.97 24.00 23.78 23.79 23.97 24.08 24.00 23.91 23.79 23.93 24.17 23.72 DESCRIPTION MATCH EXISTING PC, GRADE TO DRAIN RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE PT MATCH EXISTING MATCH EXISTING AP AP AP AP RAMP, AP MATCH EXISTING AP GENERAL CURB RAMP NOTES 1.FOR GENERAL NOTES, SEE SHEET 56. CURB RETURN TABLE R# R16 R17 R18 R19 R20 R21 R22 DELTA 63°41'51" 10°37'49" 18°24'26" 118°01'40" 124°46'31" 135°36'14" 40°34'06" RADIUS 40.00' 28.00' 90.00' 4.00' 3.50' 4.00' 45.00' TANGENT 24.85' 2.60' 14.58' 6.66' 6.69' 9.80' 16.63' LENGTH 44.47' 5.19' 28.91' 8.24' 7.62' 9.47' 31.86' CEMENT CONC. CURB RAMP HIGH-STRENGTH CEMENT CONC. CURB RAMP AND CURB, SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP03.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 3 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & E VALLEY HWY INTERSECTION SOUTH LEG 5820015 77 502.5 10 20 SCALE IN FEET PLAN P P \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S R 1 6 7 O N - R A M P 1601 1606 1604 1605 1607 1.0% 6.0' 1. 0 % 5. 0 ' 1.5% 5.0' 1.5% 5.0' 1. 8 % 5. 0 ' 3.6% 4.0' 4.5% 4.0' 1.5% 2.7' 1.0% 6.0' 1. 0 % 5. 0 ' 1.6 % 5.7 ' 1. 0 % 5. 0 ' 4. 8 % 8 . 0 ' 9.1 % 11 . 4 ' 1. 5 % 8 . 0 ' 7.5% 7.0 ' 1.5% 5.0 ' 1. 5 % 8 . 0 ' 8 . 6 % 1 2 . 4 ' 4.9% 5.0' 1.5 % 5.5 ' 6 . 8 % 1 2 . 2 ' 1.5% 5.0 ' 3.7% 7.0 ' 1.5 % 5.5 ' 4.9% 5.0' 1504 1503 1501 1502 1505 1506 1608 1609 1602 1603 RAMP 15 RAMP 16 JUNCTION BOX PUSH BUTTON POLE 2:1 7 0 2 + 5 0 R23 R24 SW 43RD ST 70+00 71+00 70+00 71+00 70+50 RAMP 15 FLOWLINE POINTS # 1501 1502 1503 1504 1505 1506 STATION 70+15.67 70+20.58 70+32.46 70+35.21 70+16.95 70+16.81 OFFSET 38.27' LT 38.14' LT 43.50' LT 48.43' LT 48.91' LT 43.91' LT ELEV 81.21 81.47 81.96 82.07 81.91 81.82 DESCRIPTION MATCH EXISTING PC LANDING LANDING, PT MATCH EXISTING MATCH EXISTING RAMP 16 FLOWLINE POINTS # 1601 1602 1603 1604 1605 1606 1607 1608 1609 STATION 70+79.59 70+84.06 70+89.87 70+99.96 71+00.38 71+03.21 71+12.94 71+05.28 71+15.03 OFFSET 71.14' LT 64.79' LT 59.29' LT 53.60' LT 53.44' LT 52.41' LT 48.85' LT 58.04' LT 54.55' LT ELEV 82.26 82.68 83.11 83.66 83.67 83.92 84.59 84.46 85.28 DESCRIPTION MATCH EXISTING, PC LANDING LANDING PT WING AP MATCH EXISTING AP MATCH EXISTING CURB RETURN TABLE R# R23 R24 DELTA 51°30'50" 28°07'47" RADIUS 15.00' 40.00' TANGENT 7.24' 10.02' LENGTH 13.49' 19.64' GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ WSDOT LIMITED ACCESS \ \ \ \ \ \ \ \ \ \ \ \ \ 65+0065+00 CEMENT CONC. CURB RAMP HIGH-STRENGTH CEMENT CONC. CURB RAMP AND CURB, SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP04.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 4 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 7 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & SR 167 INTERSECTION NORTH LEG 5920015 77 502.5 10 20 SCALE IN FEET PLAN P P \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SR 1 6 7 O F F - R A M P 1701 1703 1704 1702 1705 1706 1901 1902 1903 1904 1907 1908 1909 1910 1911 1912 1801 1802 1805 1806 3.0% 5.0' 1.5% 4.9' 7.5% 6.0' 1. 9 % 5. 0 ' 0 . 5 % 2 . 5 ' 4.7% 5.0' 0 . 6 % 4 . 0 ' 5. 8 % 2. 6 ' 0 . 5 % 2 . 5 ' 0 . 5 % 5 . 0 ' 7.1% 6.0' 1.5% 4.8' 1.5% 5.0' 6. 0 % 2. 6 ' 1.6% 4.0' 5. 8 % 3. 0 ' 1.5% 5.0' 4.5% 5.4' 7.9% 16.1 ' 1.9% 8.6 '4.8% 5.0' 8.5% 6.1' 1 . 5 % 5 . 5 ' 8.5% 8.9' 2.0% 8.0 ' 1. 5 % 5 . 5 ' 1. 5 % 5. 0 ' 1. 5 % 5. 5 ' 5.0% 6.0' 5.0% 6.0' 0 . 0 % 1 8 . 8 ' 1.5% 5.5' 5. 4 % 6. 0 ' 1.5% 5.5' 1.5% 5.5' 5. 4 % 6. 0 ' 0. 3 % 5. 0 ' 0. 3 % 5. 0 ' 1.5% 5.5' 1. 3 % 5. 0 ' 0. 1 % 1 0 . 0 ' 1 . 5 % 5 . 5 ' 1. 5 % 5 . 5 ' 3 . 7 % 5 . 0 ' 1. 5 % 5. 5 ' 1. 3 % 5. 0 ' 1. 5 % 5. 0 ' 0. 4 % 7. 0 ' 6. 0 % 3. 0 ' 1.4% 5.0' 1.5% 5.0' 1. 5 % 7. 0 ' 1.5% 5.5' 7. 9 % 8. 0 ' 7. 9 % 8. 0 ' R29 R30 R31 R32 R33 R34 1709 1710 1711 1712 1713 1714 1807 1808 1915 1914 1913 1715 1716 RAMP 17 RAMP 18 MEDIAN 3 JUNCTION BOX 80 0 + 5 0 1803 1804 1905 1906 EXIST ROW 1707 1708 SW 43RD ST 71+0071+00 70+50 RAMP 17 FLOWLINE POINTS # 1701 1702 1703 1704 1705 1706 1707 1708 1709 1710 1711 1712 1713 1714 1715 1716 STATION 70+34.77 70+45.42 70+45.30 70+44.99 70+44.63 70+43.84 70+44.59 70+37.61 70+37.85 70+39.43 70+34.59 70+28.59 70+20.67 70+20.77 70+28.77 70+44.33 OFFSET 18.49' RT 30.15' RT 32.15' RT 37.14' RT 43.13' RT 56.10' RT 60.16' RT 59.73' RT 55.74' RT 29.79' RT 24.49' RT 24.31' RT 21.60' RT 18.07' RT 18.31' RT 48.12' RT ELEV 82.46 82.98 82.98 82.91 82.74 82.62 82.60 82.53 82.70 83.05 83.04 82.74 82.32 81.85 82.16 82.70 DESCRIPTION PC RAMP LANDING LANDING RAMP LANDING MATCH EXISTING MATCH EXISTING LANDING PC, R=5.0' PT AP, TRANSITION PANEL MATCH EXISTING MATCH EXISTING TRANSITION PANEL LANDING/TRANSITION PANEL GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. RAMP 18 FLOWLINE POINTS # 1801 1802 1803 1804 1805 1806 1807 1808 STATION 70+91.60 70+96.81 71+02.90 71+07.00 71+20.59 71+25.65 71+27.82 70+96.42 OFFSET 73.01' RT 66.50' RT 60.32' RT 56.82' RT 48.02' RT 45.63' RT 51.19' RT 76.58' RT ELEV 83.11 83.32 83.66 83.90 84.69 85.02 85.60 83.51 DESCRIPTION MATCH EXISTING RAMP LANDING LANDING RAMP MATCH EXISTING PC, R=76.0' MATCH EXISTING, BOW MEDIAN 3 FLOWLINE POINTS # 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 STATION 70+70.42 70+70.57 70+70.89 70+74.03 70+82.08 70+87.07 71+17.72 71+18.66 70+93.87 70+90.05 70+75.28 70+69.82 70+86.48 70+85.21 70+81.42 OFFSET 38.58' RT 33.58' RT 22.42' RT 19.51' RT 19.88' RT 20.13' RT 21.55' RT 27.34' RT 41.52' RT 44.74' RT 61.26' RT 59.45' RT 32.75' RT 39.00' RT 33.89' RT ELEV 83.71 83.79 84.17 84.41 84.69 84.84 85.90 85.76 84.27 84.19 83.49 83.46 84.40 84.30 84.31 DESCRIPTION RAMP RAMP PC PT LANDING LANDING PC PRC RAMP RAMP PRC PT SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 CURB RETURN TABLE R# R29 R30 R31 R32 R33 R34 DELTA 91°48'01" 91°01'40" 156°11'30" 33°41'36" 146°33'23" 30°54'26" RADIUS 11.00' 3.00' 3.00' 95.00' 3.00' 82.00' TANGENT 11.35' 3.05' 14.23' 28.77' 9.99' 22.67' LENGTH 17.62' 4.77' 8.18' 55.87' 7.67' 44.23' \\\\\\\\\\\\\\\\\\\\\\ WSDOT LIMITED ACCESS \ \ \ \ \ \ \ \ \ \ \ \ \ 65+0065+00 CEMENT CONC. CURB RAMP HIGH-STRENGTH CEMENT CONC. CURB RAMP AND CURB, SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP04.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 4 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & SR 167 INTERSECTION SOUTH LEG 6020015 77 502.5 10 20 SCALE IN FEET PLAN T T T P U FO P U P U 20 0 + 0 0 20 1 + 0 0 20 0 + 5 0 30 2 + 5 0 30 2 + 0 0 28+00 29+0027+50 28+50 29+50L3 R/W R/ W R / W R/W R/W R/ W 80 T H A V E S OA K E S D A L E AV E S W SW 43RD STSW 43RD ST (TYP) (TYP) 5 ADVANCE LOOPS 3 ADVANCE LOOPS PPB 89 PPB 28 29 48 PPB 68 PPB 49PPB 88 PPB 69 EX89 EX28 EX E V P E 3/ 4 EX EVPE 1/2 EX SCOOT SYSTEM CAMERA VIDEO C VI D E O B VI D E O D EX 7 1 / O L D EX 4 1 EX 4 2 EX11/OLA EX61 EX62 EX 3 1 / O L B EX 8 1 EX 8 2 EX51/OLC EX21 EX22 VD42VD41VD71 VD62 VD61 VD11 VD51 VD21 VD22 (TYP) VD31VD81VD82 (TYP) (TYP) (TYP) (TYP) EX 68 EX 49 EX 69 EX 88 VIDEO A 14 14 14 14 EX 29 EX 48 3 ADVANCE LOOPS 10 ADVANCE LOOPS (TYP) 7 2 4 6 9 19 19 19 10 11 11 15 16 12 13 1313 131313 13 13 13 13 13 13 11 11 2 1 1 5 3 4 3 4 3 6 3 17 17 17 17 11 1 5 8 VA VB VC VD 1111 11 3 1 1 1 1 1 11 11 11 18 KENT CITY LIMIT 1 2 3 4 5 6 7 8 28+87.7 28+96.6 28+98.5 28+79.1 27+94.9 27+84.3 27+82.9 28+04.4 49.4' LT 41.7' LT 38.6' RT 54.1' RT 53.3' RT 44.1' RT 38.4' LT 58.3' LT SIGNAL POLE & PPB SCHEDULE POLE #STATION OFFSET POLE TYPE PPB #ARROW DIRECTION PPB 29 RIGHT PS 48 RIGHT PPB 49 LEFT PPB 68 LEFT PPB 69 LEFT PPB 88 RIGHT PPB 89 LEFT PPB 28 RIGHT 1 2 4 3 5 6 7 8 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SIG01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S I G 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 4 -1 8-2025 EH EH 04/2025 04/2025 JC 04/2025 SIGNALIZATION PLAN SW 43RD ST & OAKESDALE AVE SW 6120015 77 0 5 10 20 30 SCALE IN FEET EXISTING TRAFFIC SIGNAL SYSTEM SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. FOR VIDEO DETECTION SCHEDULE, CONSTRUCTION NOTES AND WIRE NOTES, SEE SHEET 62. FOR LEGEND & GENERAL NOTES, SEE SIGNAL DETAILS, SHEET 69. 12" 12"Y R G 12" EXISTING SIGNAL HEAD ASSIGNMENTS VEHICLE MOVEMENT PEDESTRIAN MOVEMENT Ø1 RI N G 1 RI N G 2 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 EXISTING PHASE SEQUENCE DIAGRAM OLDOLC OLA OLB 12" 12" 12"G Y Y R 12" FLASHING PHASES 3 # 1 2 4 ∅1 & ∅6 EXISTING EVPE SCHEDULE ∅2 & ∅5 ∅3 & ∅8 ∅4 & ∅7 VEHICLE HEADS: # EX11/OLA, EX31/OLB, EX51/OLC & EX71/OLD VEHICLE HEADS: # EX21, EX22, EX41, EX42, EX61, EX62, EX81 & EX82 PEDESTRIAN HEADS: # EX28, EX29, 48, EX49, EX68, EX69, EX88 & EX89 PROTECTED TURN TYPE MOVEMENT FLASHING YELLOW ARROW TURN MOVEMENT DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SIG01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S I G 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 4 -1 8-2025 EH EH 04/2025 04/2025 JC 04/2025 SIGNALIZATION PLAN SIGNAL NOTES OAKESDALE 6220015 77 COMMENTS WIRE NOTES CONDUCTORS# RACEWAY/ CONDUIT SIZE 2 3 4 5 6 1 CONSTRUCTION NOTES FURNISH AND INSTALL TYPE PPB SIGNAL POLE AND FLAT FOUNDATION PER WSDOT STD PLAN J-20.10 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND POLE SCHEDULE, SHEET 61, EXCEPT BASE SHALL BE FIXED PER DETAIL, SHEET 69. TOP OF FOUNDATION SHALL BE FLUSH WITH FINISHED SIDEWALK GRADE. INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING FROM APS UNIT TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. FURNISH AND INSTALL FIXED BASE TYPE PS SIGNAL POLE FOUNDATION AND POLE PER WSDOT STD PLANS J-21.10 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND WSDOT STD PLAN J-20.16 AND POLE SCHEDULE, SHEET 61. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PUSH BUTTON ASSEMBLY ON POLE. INSTALL WIRING FROM APS UNIT TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. COMPLETE WIRING PER WIRE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. FURNISH AND INSTALL TYPE PPB SIGNAL POLE AND CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND POLE SCHEDULE, SHEET 61, INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING FROM APS UNIT TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. EXISTING SIGNAL POLE TO REMAIN (PROTECT POLE AND FOUNDATION DURING CONSTRUCTION). REMOVE AND SALVAGE ONE EXISTING PEDESTRIAN SIGNAL HEAD, BRACKET, PEDESTRIAN PUSH BUTTONS AND ASSOCIATED SIGNS. COVER EXISTING POLE HOLES PER DETAIL, SHEET 69. INSTALL VIDEO DETECTION CAMERA AND ASSOCIATED WIRING. REMOVE UNUSED WIRING. SEE SPECIAL PROVISIONS. LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. FURNISH AND INSTALL ONE VIDEO PROCESSOR AND ALL ASSOCIATED EQUIPMENT AND SURGE PROTECTION FOR NEW COMPLETE APEX VECTOR HYBRID CAMERA VIDEO DETECTION SYSTEM IN SIGNAL CONTROLLER CABINET. EXISTING ADAPTIVE SCOOT SYSTEM SHALL REMAIN. REMOVAL AND SALVAGING OF EXISTING DETECTION LOOP AMPLIFIERS SHALL BE DONE BY THE CITY. INSTALL NEW BLADE SIGNAL CONTROLLER AND PEDESTRIAN PUSH BUTTON CONTROLLER PER SPECIAL PROVISIONS AND TERMINATE ALL FIELD WIRING. ONLY JOURNEY LEVEL WORK IN THE CABINET IS ALLOWED. ALL WORK SHALL BE DONE IN THE PRESENCE OF THE TRAFFIC MAINTENANCE REPRESENTATIVE. COORDINATE SIGNAL SHUTDOWN WITH THE ENGINEER MINIMUM 3 DAYS PRIOR. SEE SPECIAL PROVISIONS. EXISTING VEHICLE DETECTION LOOPS AND STUBOUTS FOR ALL APPROACHES SHALL BE ABANDONED OR REMOVED BY GRINDING. REMOVE EXISTING UNUSED 2CS WIRING TO THE CONTROLLER. DISCONNECT LOOP SPLICES IN ASSOCIATED JUNCTION BOX PRIOR TO GRINDING. EXISTING JUNCTION BOX TO REMAIN. ADD NEW CONDUIT AND ADJUST TO PROPOSED GRADE. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. FURNISH AND INSTALL 1-INCH YELLOW RETRO REFLECTIVE TAPE (TYPE IV PRISMATIC SHEETING) AROUND THE FRONT PERIMETER OF EXISTING BACKPLATE. FURNISH AND INSTALL VIDEO DETECTION CAMERA AND MOUNTING BRACKET ON EXISTING MAST ARM PER VIDEO DETECTION SCHEDULE, THIS SHEET. EXACT LOCATION TO BE DETERMINED BY THE TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE IN FIELD. FURNISH AND INSTALL VIDEO CABLING TO THE CONTROLLER PER WIRE NOTES, THIS SHEET. THE CONTRACTOR SHALL SET UP VIDEO DETECTION ZONES IN THE PRESENCE OF THE ENGINEER. VIDEO DETECTION SHALL BE OPERATIONAL PRIOR TO GRINDING OR ABANDONING EXISTING LOOPS. SEE SPECIAL PROVISIONS. REMOVE EXISTING JUNCTION BOX AND FURNISH AND INSTALL TYPE 8 JUNCTION BOX WITH NON-SKID LID PER WSDOT STD PLAN J-40.30 AND LOWER TO PROPOSED GRADE. CUT CONDUIT ENDS AS NECESSARY (APPROXIMATELY 9 CONDUITS RANGING FROM 1-1/2" TO 3") TO PROVIDE REQUIRED CLEARANCE BETWEEN LID AND TOP OF CONDUITS PER STANDARD SPECIFICATIONS. INSTALL CONDUIT SLEEVES AND BELL ENDS AND INSTALL NEW CONDUITS PER WIRE NOTES, THIS SHEET. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. ADJUST ORIENTATION AND LOCATION OF EXISTING TYPE 8 JUNCTION BOX AS SHOWN ON PLANS TO AVOID CONFLICTS WITH PROPOSED CURB. PROTECT EXISTING KC METRO SPLICE AND CONDUIT AND MAINTAIN CONNECTIVITY DURING CONSTRUCTION. INSTALL NEW CONDUITS TO JUNCTION BOX PER WIRE NOTES, THIS SHEET. VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). EXACT LOCATION AND NUMBER OF ZONES SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. CITY SIGNAL STAFF TO VERIFY EXISTING ROUTING AND AVAILABILITY OF CONDUIT AND JUNCTION BOX PRIOR TO NEXT SUBMITTAL. EXISTING SIGNAL POLE TO REMAIN (PROTECT POLE AND FOUNDATION DURING CONSTRUCTION). REMOVE EXISTING PEDESTRIAN PUSH BUTTONS AND ASSOCIATED SIGNS. COVER EXISTING POLE HOLES PER DETAIL, SHEET 69. INSTALL VIDEO DETECTION CAMERA AND ASSOCIATED WIRING. REMOVE UNUSED WIRING. SEE SPECIAL PROVISIONS. 1 3 4 5 6 7 8 2 8 9 10 11 12 13 14 15 16 17 18 19 REMOVE UNUSED WIRING 1"1-2CS EXIST*EXIST, 1-VIDEO EXIST*EXIST, 1-VIDEO, 2-2CS EXIST, 4-VIDEO, 8-2CS, 1-5CEXIST* 1-5C, 1-2CS2" REMOVE UNUSED WIRING REMOVE UNUSED WIRING EXIST, 2-VIDEO, 4-2CSEXIST*REMOVE UNUSED WIRING VIDEO DETECTION SCHEDULE - SW 43RD & OAKESDALE LEG EXISTING NEW VA WEST SALVAGE EXISTING CAMERA TO THE CITY INSTALL NEW APEX VECTOR HYBRID CAMERA VB NORTH SALVAGE EXISTING CAMERA TO THE CITY INSTALL NEW APEX VECTOR SW 3 WIRE PAK VC EAST RELOCATE EXISTING RZ-4 CAMERA TO THE E VALLEY NORTH LEGINSTALL NEW APEX VECTOR HYBRID CAMERA VD SOUTH SALVAGE EXISTING CAMERA TO THE CITY INSTALL NEW APEX VACTOR SW 3 WIRE PAK NOTES: 1.ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH 80. 2.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 3.THE CONTRACTOR SHALL UPGRADE GROUNDING OF EXISTING CONDUITS AND JUNCTION BOXES AS REQUIRED PER NEC WHEN NEW SIGNAL WIRING IS ADDED. 4.EACH APS SYSTEM SHALL RUN 2CS FROM PUSHBUTTON TO CONTROLLER MODULE IN SIGNAL CONTROLLER CABINET. 5.EXISTING WIRING AND CONDUIT SIZE SHOWN IS APPROXIMATE. FIELD VERIFY. 6.UNLESS OTHERWISE NOTED, EXIST CONDUIT IS PVC. *RACEWAY CONTAINS EXISTING WIRING THAT IS IN USE AND IS TO REMAIN. REMOVE EXISTING LOOP WIRING TO CONTROLLER. ## W P SP P P P P U P P P 40 0 + 0 0 40 0 + 5 0 50 2 + 5 0 50 2 + 0 0 50+00 51+0049+50 50+50 51+50 88 T H A V E S LI N D A V E S W SW 43RD ST R/W R/W R/ W R/W (TYP) 2 ADVANCE LOOPS PPB 28 PPB 39 118 PPB 49 PPB 119 PPB 38 EX89 EX28 EX E V P E 3/ 4 EX EVPE 1/2 EX SCOOT SYSTEM CAMERA VIDEO C VI D E O B VIDEO A VI D E O D EX 4 1 EX 4 2 EX 4 3 EX11/OLA(FYA) EX61/OLD EX62/OLD EX 3 1 EX 3 3 EX51/OLC(FYA) EX21/OLB EX22/OLB VD42VD41 VD62/OLD VD61/OLD VD11/OLA VD51/OLC VD21/OLB VD22/OLB (TYP) VD31VD32VD33 EX SCOOT SYSTEM CAMERA EX 3 2 EX119 EX38 (TYP) (TYP) (TYP) PPB 29 PPB 48 EX29 EX48 (TYP) 12 12 12 12 (TYP) (TYP) 1 ADVANCE LOOP 2 ADVANCE LOOPS 12 ADVANCE LOOPS (TYP) 4 8 2 5 16 7 13 9 14 14 11 11 11 111111 11 11 11 11 9 7 5 1 6 1 15 11 11 15 15 9 8 7 9 9 2 14 9 9 6 3 VA VB VC VD 1 7 9 9 9 1 3 1 4 4 9 4 16 9 9 15 10 KENT CITY LIMIT SIGNAL POLE & PPB SCHEDULE POLE #STATION OFFSET POLE TYPE PPB #ARROW DIRECTION PPB 39,99 LEFT, RIGHT PPB 98 RIGHT PPB 49 RIGHT PS 118 RIGHT PPB 119 LEFT PPB 38 RIGHT 1 2 3 4 5 6 1 2 3 4 5 6 50+06.4 50+99.6 51+09.1 50+89.2 50+11.0 50+03.3 53.0' LT 48.8' LT 41.2' LT 49.4' RT 47.3' RT 41.1' RT DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SIG01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S I G 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 4 -1 8-2025 EH EH 04/2025 04/2025 JC 04/2025 SIGNALIZATION PLAN SW 43RD ST & LIND AVE SW 6320015 77 0 5 10 20 30 SCALE IN FEET EXISTING TRAFFIC SIGNAL SYSTEM SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. 12" 12"Y R G 12" EXISTING SIGNAL HEAD ASSIGNMENTS VEHICLE MOVEMENT PEDESTRIAN MOVEMENT PROTECTED TURN TYPE MOVEMENT Ø1 RI N G 1 RI N G 2 Ø9 Ø3 Ø4 Ø5 Ø11 Ø7 Ø8 EXISTING PHASE SEQUENCE DIAGRAM 12" 12" G Y R PHASES 3 # 1 2 4 ∅1 & OLD EXISTING EVPE SCHEDULE ∅5 & OLB ∅3 ∅4 12" 12" 12"Y R G 12" 12"G VEHICLE HEADS: # EX11, EX31, EX41, & EX51 VEHICLE HEADS: # EX21, EX22, EX33, EX42, EX43, EX61 & EX62 VEHICLE HEAD: # EX32 PEDESTRIAN HEADS: # EX38, EX39, EX48, EX49, EX98, EX99, 118, & EX119 Ø2 OLB OLAOLB (FYA) OLD OLD (FYA)NOT USED NOT USED Ø6 OLC FOR VIDEO DETECTION SCHEDULE, CONSTRUCTION NOTES AND WIRE NOTES, SEE SHEET 64. FOR LEGEND & GENERAL NOTES, SEE SIGNAL DETAILS, SHEET 69. REMOVE UNUSED WIRING REMOVE UNUSED WIRING 1"1-2CS 7 EXIST, 1-VIDEO, 2-2CS, 1-5C REMOVE UNUSED WIRING 8 EXIST, 2-VIDEO, 4-2CS, 1-5C REMOVE UNUSED WIRING 9 EXIST, 4-VIDEO, 8-2CS, 1-5C REMOVE UNUSED WIRING DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SIG01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S I G 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 4 -1 8-2025 EH EH 04/2025 04/2025 JC 04/2025 SIGNALIZATION PLAN SIGNAL NOTES LIND 6420015 77 COMMENTS WIRE NOTES CONDUCTORS# RACEWAY/ CONDUIT SIZE 2 3 4 5 6 1 CONSTRUCTION NOTES FURNISH AND INSTALL TYPE PPB SIGNAL POLE AND FLAT FOUNDATION PER WSDOT STD PLAN J-20.10 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND POLE SCHEDULE, SHEET 64. TOP OF FOUNDATION SHALL BE BE AT THE BOTTOM OF SIDEWALK, ANCHOR BOLTS SHALL HAVE 4" EXTRA LENGTH. INSTALL TWO APS STYLE PUSH BUTTON ASSEMBLIES ON THE POLE. INSTALL WIRING FROM APS UNITS TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. FURNISH AND INSTALL TYPE PPB SIGNAL POLE AND FLAT FOUNDATION PER WSDOT STD PLAN J-20.10 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND POLE SCHEDULE, SHEET 64. TOP OF FOUNDATION SHALL BE FLUSH WITH FINISHED SIDEWALK GRADE. INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING FROM APS UNIT TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. FURNISH AND INSTALL TYPE PS SIGNAL POLE AND FIXED CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND J-20.16 AND POLE SCHEDULE, SHEET 64. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PUSH BUTTON ASSEMBLY ON POLE. INSTALL WIRING FROM APS UNIT TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. FURNISH AND INSTALL TYPE PPB SIGNAL POLE AND CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND POLE SCHEDULE, SHEET 64. INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING FROM APS UNIT TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. EXISTING SIGNAL POLE TO REMAIN (PROTECT POLE AND FOUNDATION DURING CONSTRUCTION). REMOVE EXISTING PEDESTRIAN PUSH BUTTONS AND ASSOCIATED SIGNS. COVER EXISTING POLE HOLES PER DETAIL, SHEET 69. INSTALL VIDEO DETECTION CAMERA AND ASSOCIATED WIRING. REMOVE UNUSED WIRING. SEE SPECIAL PROVISIONS. LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. FURNISH AND INSTALL ONE VIDEO PROCESSOR AND ALL ASSOCIATED EQUIPMENT AND SURGE PROTECTION IN SIGNAL CONTROLLER CABINET. EXISTING ADAPTIVE SCOOT SYSTEM EQUIPMENT SHALL REMAIN. REMOVAL AND SALVAGING OF EXISTING DETECTION LOOP AMPLIFIERS SHALL BE DONE BY THE CITY. INSTALL NEW PEDESTRIAN PUSH BUTTON CONTROLLER PER SPECIAL PROVISIONS AND TERMINATE ALL FIELD WIRING. ONLY JOURNEY LEVEL WORK IN THE CABINET IS ALLOWED. ALL WORK SHALL BE DONE IN THE PRESENCE OF THE TRAFFIC MAINTENANCE REPRESENTATIVE. COORDINATE SIGNAL SHUTDOWN WITH THE ENGINEER MINIMUM 3 DAYS PRIOR. SEE SPECIAL PROVISIONS. EXISTING VEHICLE DETECTION LOOPS AND STUBOUTS FOR ALL APPROACHES SHALL BE ABANDONED OR REMOVED BY GRINDING. REMOVE EXISTING UNUSED 2CS WIRING TO THE CONTROLLER. DISCONNECT LOOP SPLICES IN JUNCTION BOX PRIOR TO GRINDING. EXISTING 3" SIGNAL CONDUIT IS CRUSHED AT JUNCTION BOX. INTERCEPT EXISTING CONDUIT AND REPAIR AND REINSTALL TO EXISTING JUNCTION BOX. FURNISH AND INSTALL 1-INCH YELLOW RETRO REFLECTIVE TAPE (TYPE IV PRISMATIC SHEETING) AROUND THE FRONT PERIMETER OF EXISTING BACKPLATE. FURNISH AND INSTALL VIDEO DETECTION CAMERA AND MOUNTING BRACKET ON EXISTING MAST ARM PER VIDEO DETECTION SCHEDULE, SHEET 69. EXACT LOCATION TO BE DETERMINED BY THE TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE IN FIELD. FURNISH AND INSTALL VIDEO CABLING TO THE CONTROLLER PER WIRE NOTES, THIS SHEET. THE CONTRACTOR SHALL SET UP VIDEO DETECTION ZONES IN THE PRESENCE OF THE ENGINEER. VIDEO DETECTION SHALL BE OPERATIONAL PRIOR TO GRINDING OR ABANDONING EXISTING LOOPS. SEE SPECIAL PROVISIONS. EXISTING SIGNAL POLE TO REMAIN (PROTECT POLE AND FOUNDATION DURING CONSTRUCTION). REMOVE EXISTING PEDESTRIAN PUSH BUTTONS AND ASSOCIATED SIGNS AND ONE PEDESTRIAN SIGNAL HEAD AND INSTALL ONE APS TYPE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING FROM APS UNIT TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. COMPLETE WIRING PER WIRE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. COVER EXISTING POLE HOLES PER DETAIL, SHEET 69. INSTALL VIDEO DETECTION CAMERA AND ASSOCIATED WIRING. REMOVE UNUSED WIRING. SEE SPECIAL PROVISIONS. EXISTING JUNCTION BOX TO REMAIN. ADD NEW CONDUIT AND ADJUST TO PROPOSED GRADE. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). EXACT LOCATION AND NUMBER OF ZONES SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. REMOVE EXISTING JUNCTION BOX AND FURNISH AND INSTALL TYPE 8 JUNCTION BOX WITH NON-SKID LID PER WSDOT STD PLAN J-40.30 AND LOWER TO PROPOSED GRADE. CUT CONDUIT ENDS AS NECESSARY (APPROXIMATELY 10 CONDUITS RANGING FROM 1-1/2" TO 3") TO PROVIDE REQUIRED CLEARANCE BETWEEN LID AND TOP OF CONDUITS PER STANDARD SPECIFICATIONS. INSTALL CONDUIT SLEEVES AND BELL ENDS AND INSTALL NEW CONDUITS PER WIRE NOTES, THIS SHEET. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. 1 4 7 8 9 10 11 12 13 14 15 16 1"2-2CS EXIST, 1-VIDEO, 2-2CS 1-2CS, 1-5C2" 2 3 6 EXIST, 1-VIDEO EXIST, 1-VIDEO, 1-2CS REMOVE UNUSED WIRING VIDEO DETECTION SCHEDULE - SW 43RD & LIND LEG EXISTING NEW VA WEST SALVAGE EXISTING CAMERA TO THE CITY INSTALL NEW APEX VECTOR HYBRID CAMERA VB NORTH SALVAGE EXISTING CAMERA TO THE CITY INSTALL NEW APEX VECTOR SW 3 WIRE PAK VC EAST RELOCATE EXISTING SCOOT CAMERA TO THE E VALLEY NORTH LEG INSTALL NEW APEX VECTOR HYBRID CAMERA VD SOUTH RELOCATE EXISTING SCOOT CAMERA TO THE E VALLEY SOUTH LEG INSTALL NEW APEX VECTOR HYBRID CAMERA 5 NOTES: 1.ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH 80. 2.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 3.THE CONTRACTOR SHALL UPGRADE GROUNDING OF EXISTING CONDUITS AND JUNCTION BOXES AS REQUIRED PER NEC WHEN NEW SIGNAL WIRING IS ADDED. 4.EACH APS SYSTEM SHALL RUN 2CS FROM PUSHBUTTON TO CONTROLLER MODULE IN SIGNAL CONTROLLER CABINET. 5.EXISTING WIRING AND CONDUIT SIZE SHOWN IS APPROXIMATE. FIELD VERIFY. 6.UNLESS OTHERWISE NOTED, EXIST CONDUIT IS PVC. *RACEWAY CONTAINS EXISTING WIRING THAT IS IN USE AND IS TO REMAIN. REMOVE EXISTING LOOP WIRING TO CONTROLLER. ## EXIST* EXIST* EXIST* EXIST* EXIST* EXIST* U 60 2 + 0 0 60 3 + 0 0 60 4 + 0 0 60 2 + 5 0 60 3 + 5 0 60+00 61+00 62+00 59+50 60+50 61+50 L13 E V A L L E Y HW Y SW 43RD ST R/W R/W R/W 12284 24.55 MH SEWER 10170 24.80 MH STORM 10191 23.43 CB 10240 24.13 MH SEWER W 10242 23.67 CB 12285 24.10 CB SOLID 12300 23.47 MH SEWER W 12374 22.97 CB 12392 24.36 MH SEWER 13017 23.54 CB 13095 24.08 CB SOLID 13102 24.25 MH STORM 13109 23.28 CB 13110 24.50 CB SOLID 13140 23.88 MH STORM EX 4 1 EX 4 2 EX21 EX51 EX 3 1 EX 3 2 EX 3 3 VI D E O B EX VIDEO C EX 61 EX 62 EX 11 PPB 89 PPB 28 PPB 29 PPB 48 PPB 68 PPB 49 PPB 69 PPB 88 EX VIDEO D VIDEO A VI D E O D EX EVPE 2 EX EVPE 1 EX E V P E 4 EX EVPE 3 (TYP) (TYP) (TYP) (TYP) (TYP) EX 4 3 EX22 VD22 VD21 VD51 VD31VD32 VD33 EX29 EX48 EX28 EX39 EX38 EX69 EX68 EX49 EX PTZ CAMERA 20 20 18 18 18 18 8 ADVANCE LOOPS 2 ADVANCE LOOPS 5 ADVANCE LOOPS 8 ADVANCE LOOPS 1 2 3 4 5 6 11 9 7 8 15 1 1 24 9 3 14 14 10 16 9 13 9 12 15 19 19 1917 19 22 13 10 19 19 19 2 2 1 4 1 1 5 2 3 1 2 1 13 13 13 13 13 21 21 19 19 20 20 20 20 19 20 19 20 1 16 16 13 VA VB VCVD 5 23 (TYP)21 VD41 VD42 VD43 VD11 VD61 VD62 R/WR/W KENT CITY LIMIT SIGNAL POLE & PPB SCHEDULE POLE #STATION OFFSET POLE TYPE PPB #ARROW DIRECTION PPB 49 LEFT PPB 68 RIGHT PPB 69 LEFT PPB 88 RIGHT PPB 89 LEFT PPB 28 LEFT PPB 29 LEFT PPB 48 RIGHT 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 60+91.9 60+68.0 59+86.1 59+80.1 60+15.8 60+45.5 61+31.9 61+32.3 33.8' RT 48.3' RT 44.3' RT 31.6' RT 36.8' LT 42.0' LT 46.1' LT 34.9' LT DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SIG01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S I G 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 4 -1 8-2025 EH EH 04/2025 04/2025 JC 04/2025 6520015 77 0 5 10 20 30 SCALE IN FEET EXISTING TRAFFIC SIGNAL SYSTEM SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. 12" 12"Y R G 12" EXISTING SIGNAL HEAD ASSIGNMENTS VEHICLE MOVEMENT PEDESTRIAN MOVEMENT PROTECTED TURN TYPE MOVEMENT Ø1 RI N G 1 RI N G 2 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 EXISTING PHASE SEQUENCE DIAGRAM 12" 12" G Y R PHASES 3 # 1 2 4 ∅1 & ∅6 EXISTING EVPE SCHEDULE ∅2 & ∅5 ∅3 ∅4 12" VEHICLE HEADS: # EX11, EX32, EX51 & EX71 VEHICLE HEADS: # EX21, EX22, EX41, EX42, EX61, EX62 & EX82 PEDESTRIAN HEADS: # EX28, EX29, EX48, EX49, EX68, EX69, EX88, & EX89 12" 12"Y R G 12" VEHICLE HEAD: # EX81/31 G SIGNALIZATION PLAN SW 43RD ST & E VALLEY HWY NOT USED NOT USED FOR VIDEO DETECTION SCHEDULE, CONSTRUCTION NOTES AND WIRE NOTES, SEE SHEET 66. FOR LEGEND & GENERAL NOTES, SEE SIGNAL DETAILS, SHEET 69. DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SIG01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S I G 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 4 -1 8-2025 EH EH 04/2025 04/2025 JC 04/2025 6620015 77 CONSTRUCTION NOTES FURNISH AND INSTALL TYPE PPB SIGNAL POLE AND FOUNDATION PER WSDOT STD PLAN J-20.10 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND POLE SCHEDULE, SHEET 65. TOP OF FOUNDATION SHALL BE FLUSH WITH FINISHED SIDEWALK GRADE. INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING FROM APS UNIT TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. FURNISH AND INSTALL TYPE PPB SIGNAL POLE AND CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND POLE SCHEDULE, SHEET 65. INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. INSTALL WIRING FROM APS UNIT TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. EXISTING SIGNAL POLE TO REMAIN (PROTECT POLE AND FOUNDATION DURING CONSTRUCTION). REMOVE EXISTING PEDESTRIAN PUSH BUTTONS AND ASSOCIATED SIGNS. COVER EXISTING POLE HOLES PER DETAIL, SHEET 69. PROTECT EXISTING LUMINAIRE POLE, FOUNDATION, AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING DURING THE CONSTRUCTION. EXISTING VIDEO DETECTION POLE TO REMAIN. PROTECT POLE, FOUNDATION, AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING DURING CONSTRUCTION. LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET PROTECT FOUNDATION AND ALL ASSOCIATED EQUIPEMENT DURING CONSTRUCTION. FURNISH AND INSTALL ONE VIDEO PROCESSOR AND ALL ASSOCIATED EQUIPMENT AND SURGE PROTECTION IN SIGNAL CONTROLLER CABINET. EXISTING ADAPTIVE SCOOT SYSTEM SHALL REMAIN. REMOVAL AND SALVAGING OF EXISTING DETECTION LOOP AMPLIFIERS SHALL BE DONE BY THE CITY. INSTALL NEW BLADE SIGNAL CONTROLLER AND PEDESTRIAN PUSH BUTTON CONTROLLER PER SPECIAL PROVISIONS AND TERMINATE ALL FIELD WIRING. ONLY JOURNEY LEVEL WORK IN THE CABINET IS ALLOWED. ALL WORK SHALL BE DONE IN THE PRESENCE OF THE TRAFFIC MAINTENANCE REPRESENTATIVE. SEE SPECIAL PROVISIONS. COORDINATE SIGNAL SHUTDOWN WITH THE ENGINEER MINIMUM 3 DAYS PRIOR. SEE SPECIAL PROVISIONS. EXISTING VEHICLE DETECTION LOOPS AND STUBOUTS FOR ALL APPROACHES SHALL BE ABANDONED OR REMOVED BY GRINDING. REMOVE EXISTING UNUSED 2CS WIRING TO THE CONTROLLER. DISCONNECT LOOP SPLICES IN JUNCTION BOX PRIOR TO GRINDING. JUNCTION BOX TO MATCH SLOPE OF PROPOSED RAMP. REMOVE EXISTING JUNCTION BOX AND FURNISH AND INSTALL TYPE 8 JUNCTION BOX WITH NON-SKID LID PER WSDOT STD PLAN J-40.30. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. ADJUST ORIENTATION AND LOCATION OF JUNCTION BOX AS SHOWN ON PLANS TO AVOID SIDEWALK JOINTS, CURBS, AND DETECTABLE WARNING SURFACES. INSTALL NEW WIRING AND CONDUIT TO JUNCTION BOX PER WIRE NOTES, THIS SHEET. JUNCTION BOX CONTAINS BOTH RMC AND PVC CONDUIT. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. REMOVE EXISTING AND FURNISH AND INSTALL JUNCTION BOX WITH NON-SKID LID PER WSDOT STD PLAN J-40.10. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. INSTALL 1-INCH YELLOW RETRO REFLECTIVE TAPE (TYPE IV PRISMATIC SHEETING) AROUND THE FRONT PERIMETER OF EXISTING BACKPLATE. FURNISH AND INSTALL VIDEO DETECTION CAMERA AND MOUNTING BRACKET ON EXISTING MAST ARM PER VIDEO DETECTION SCHEDULE, THIS SHEET. EXACT LOCATION TO BE DETERMINED BY THE TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE IN FIELD. FURNISH AND INSTALL VIDEO CABLING TO THE CONTROLLER PER WIRE NOTES, THIS SHEET. THE CONTRACTOR SHALL SET UP VIDEO DETECTION ZONES IN THE PRESENCE OF THE ENGINEER. VIDEO DETECTION SHALL BE OPERATIONAL PRIOR TO GRINDING OR ABANDONING EXISTING LOOPS. SEE SPECIAL PROVISIONS. INSTALL BACKPLATE ON EXISTING VEHICLE SIGNAL HEAD WITH 1-INCH YELLOW RETRO REFLECTIVE TAPE (TYPE IV PRISMATIC SHEETING) AROUND THE FRONT PERIMETER. BACK PLATE SIZE AND COLORS SHALL BE PER COR STD PLAN 140. RAISE EXISTING VEHICLE SIGNAL HEAD TO PROVIDE CLEARANCE FOR NEW BACKPLATES. INSTALL NEW TYPE M MOUNT ASSEMBLY ON THE BACK OF THE SIGNAL HEAD BETWEEN THE RED AND YELLOW SECTIONS AND MOUNT ON EXISTING TENON. REMOVE EXISTING MOUNT AND INSTALL END CAP AND NEOPRENE GASKET TO COVER HOLE ON TOP OF EXISTING SIGNAL HEAD. RE-CONNECT EXISTING WIRING. VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). EXACT LOCATION AND NUMBER OF ZONES SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. REMOVE EXISTING AND FURNISH AND INSTALL JUNCTION BOX WITH NON-SKID LID PER WSDOT STD PLAN J-40.10 BEHIND SIDEWALK. ADJUST EXISTING CONDUIT TO NEW LOCATION. INSTALL NEW CONDUIT AND WIRING PER WIRE NOTES, THIS SHEET. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. ADD GROUND TO EXISTING JUNCTION BOX. REMOVE EXISTING JUNCTION BOX AND FURNISH AND INSTALL TYPE 8 JUNCTION BOX WITH NON-SKID LID PER WSDOT STD PLAN J-40.30 AND LOWER TO PROPOSED GRADE. CUT CONDUIT ENDS AS NECESSARY (APPORXIMATELY 12 CONDUITS RANGING FROM 1-1/2" TO 4") TO PROVIDE REQUIRED CLEARANCE BETWEEN LID AND TOP OF CONDUITS PER STANDARD SPECIFICATIONS. INSTALL CONDUIT SLEEVES AND BELL ENDS AND INSTALL NEW CONDUITS PER WIRE NOTES, THIS SHEET. ADJUST ORIENTATION AND LOCATION OF JUNCTION BOX AS SHOWN ON PLANS TO AVOID SIDEWALK JOINTS, CURBS, AND DETECTABLE WARNING SURFACES. JUNCTION BOX CONTAINS BOTH RMC AND PVC CONDUIT. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 COMMENTS WIRE NOTES CONDUCTORS# RACEWAY/ CONDUIT SIZE 2 EXIST, 1-VIDEO 3 4 5 EXIST, 2-VIDEO, 4-2CS REMOVE UNUSED WIRING REMOVE UNUSED WIRING 1-2CS EXIST, 1-VIDEO, 2-2CS REMOVE UNUSED WIRING REMOVE UNUSED WIRING 1 1" EXIST, 3-VIDEO, 8-2CS SIGNALIZATION PLAN SIGNAL NOTES E VALLEY 1 6 2 3 4 5 VIDEO DETECTION SCHEDULE - SW 43RD & E VALLEY LEG EXISTING NEW VA WEST SALVAGE EXISTING CAMERA TO THE CITY RELOCATE EXISTING RZ-4 SCOOT CAMERA FROM LIND E LEG VB NORTH RELOCATE EXISTING VECTOR CAMERA TO SR 167 E LEG RELOCATE EXISTING RZ-4 CAMERA FROM OAKESDALE E LEG VC EAST TO REMAIN N/A VD SOUTH SALVAGE EXISTING CAMERA TO THE CITY RELOCATE EXISTING RZ-4 SCOOT CAMERA FROM LIND S LEG 7 8 NOTES: 1.ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH 80. 2.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 3.THE CONTRACTOR SHALL UPGRADE GROUNDING OF EXISTING CONDUITS AND JUNCTION BOXES AS REQUIRED PER NEC WHEN NEW SIGNAL WIRING IS ADDED. 4.EACH APS SYSTEM SHALL RUN 2CS FROM PUSHBUTTON TO CONTROLLER MODULE IN SIGNAL CONTROLLER CABINET. 5.EXISTING WIRING AND CONDUIT SIZE SHOWN IS APPROXIMATE. FIELD VERIFY. 6.UNLESS OTHERWISE NOTED, EXIST CONDUIT IS PVC. *RACEWAY CONTAINS EXISTING WIRING THAT IS IN USE AND IS TO REMAIN. REMOVE EXISTING LOOP WIRING TO CONTROLLER. ## EXIST* EXIST* EXIST* EXIST* TR U U U TR W P W 10578 86.66 MH SEWER U 10474 84.26 CB 10513 83.29 CB \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 80 0 + 0 0 80 0 + 5 0 7 0 3 + 0 0 7 0 2 + 0 0 7 0 2 + 5 0 70+00 71+0070+50 71+50 SR 1 6 7 O F F - R A M P S R 1 6 7 O N - R A M P SW 43RD ST P P P EX 4 2 EX 4 1 EX43 EX62 EX61 EX E V P E 3 EX V I D E O B EX SCOOT SYSTEM CAMERA EX51 EX21 EX22 69 48 PPB 68 PPB 49 29 VIDEO C VIDEO A (TYP) (TYP) (TYP) (TYP) PPB 28 EX EVPE 1/2 EX49 EX28 EX EVPE 3 VD61 VD62 VD63 VD51 VD21 VD22 VD41VD71 (TYP) EX68 16 11 EX 4 2 EX V I D E O B EX 4 1 1 3 6 1010 10 10 10 10 10 6 13 9 9 7 8 1 6 2 7 1 4 4 3 14 8 14 8 24 8 5 14 8 1 13 VA VB VC 5 15 11 4 6 ADVANCE LOOPS 2 ADVANCE LOOPS SIGNAL POLE & PPB SCHEDULE POLE #STATION OFFSET POLE TYPE PPB #ARROW DIRECTION PPB 68 RIGHT PPB 49 LEFT PPB 28 RIGHT EX PS 69,48 LEFT, LEFT EX PS 29 LEFT 1 2 3 1 2 3 4 5 70+29.0 70+87.1 70+77.8 70+90.8 70+38.8 48.9' LT 25.1' RT 39.0' RT 72.2' LT 34.1' RT EX EX \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 65+00 WSDOT LIMITED ACCESS KENT CITY LIMIT DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SIG01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S I G 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 4 -1 8-2025 EH EH 04/2025 04/2025 JC 04/2025 6720015 77 0 5 10 20 30 SCALE IN FEET EXISTING TRAFFIC SIGNAL SYSTEM SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. 12" 12"Y R G 12" EXISTING SIGNAL HEAD ASSIGNMENTS VEHICLE MOVEMENT PEDESTRIAN MOVEMENT PROTECTED TURN TYPE MOVEMENT Ø1 RI N G 1 RI N G 2 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 EXISTING PHASE SEQUENCE DIAGRAM 12" 12" 12" G G Y R 12" PHASES 3 # 1 2 4 ∅4 EXISTING EVPE SCHEDULE ∅4 ∅6 ∅2 12" 12" Y R G 12" NOT USED NOT USED NOT USED VEHICLE HEADS: # EX21, EX22, EX61 & EX62 VEHICLE HEADS: # EX51, EX42 & EX43 VEHICLE HEAD: # EX41 PEDESTRIAN HEADS: # EX28, 29, 48, EX49, EX68 & 69 SIGNALIZATION PLAN SW 43RD ST & SR 167 RAMPS NOT USED FOR VIDEO DETECTION SCHEDULE, CONSTRUCTION NOTES AND WIRE NOTES, SEE SHEET 68. FOR LEGEND & GENERAL NOTES, SEE SIGNAL DETAILS, SHEET 69. DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-SIG01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - S I G 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 8 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 4 -1 8-2025 EH EH 04/2025 04/2025 JC 04/2025 6820015 77 CONSTRUCTION NOTES CONSTRUCT FOUNDATION AND INSTALL TYPE PPB SIGNAL POLE WITH CURB BASE PER WSDOT STD PLAN J-20.11 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND POLE SCHEDULE, SHEET 67. INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON POLE. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. CONSTRUCT TYPE PS SIGNAL POLE CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND J-20.16 AND POLE SCHEDULE, SHEET 67 (VERIFY BOLT CIRCLE OF NEW FOUNDATION TO MATCH EXISTING POLE). RELOCATE EXISTING TYPE PS POLE, SIGNAL HEAD AND MOUNTING BRACKETS TO NEW FOUNDATION. REMOVE EXISTING AND INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON POLE. INSTALL WIRING FROM APS UNIT TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. REMOVE EXISTING FOUNDATION AND UNUSED WIRING AND CAP AND ABANDON EXISTING CONDUIT. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. CONSTRUCT TYPE PS SIGNAL POLE CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX B AND POLE SCHEDULE, SHEET 67 (VERIFY BOLT CIRCLE OF NEW FOUNDATION TO MATCH EXISTING POLE) RELOCATE EXISTING TYPE PS POLE, SIGNAL HEADS AND MOUNTING BRACKETS TO NEW FOUNDATION. REMOVE EXISTING AND INSTALL TWO APS STYLE PUSH BUTTON ASSEMBLIES ON POLE. INSTALL WIRING FROM APS UNIT TO PEDESTRIAN PUSH BUTTON CONTROLLER IN SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. REMOVE EXISTING FOUNDATION AND UNUSED WIRING AND CAP AND ABANDON EXISTING CONDUIT. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. EXISTING SIGNAL POLE TO REMAIN (PROTECT POLE AND FOUNDATION DURING CONSTRUCTION). REMOVE EXISTING PEDESTRIAN PUSH BUTTONS AND ASSOCIATED SIGNS. COVER EXISTING POLE HOLES PER DETAIL, SHEET 69. INSTALL VIDEO DETECTION CAMERA AND ASSOCIATED WIRING. REMOVE UNUSED WIRING. SEE SPECIAL PROVISIONS. LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. PROTECT FOUNDATION DURING CONSTRUCTION. FURNISH AND INSTALL ONE VIDEO PROCESSOR AND ALL ASSOCIATED EQUIPMENT AND SURGE PROTECTION IN SIGNAL CONTROLLER CABINET. EXISTING ADAPTIVE SCOOT SYSTEM SHALL REMAIN. REMOVAL AND SALVAGING OF EXISTING DETECTION LOOP AMPLIFIERS SHALL BE DONE BY THE CITY. INSTALL NEW PEDESTRIAN PUSH BUTTON CONTROLLER PER SPECIAL PROVISIONS AND TERMINATE ALL FIELD WIRING. ONLY JOURNEY LEVEL WORK IN THE CABINET IS ALLOWED. ALL WORK SHALL BE DONE IN THE PRESENCE OF THE TRAFFIC MAINTENANCE REPRESENTATIVE. COORDINATE SIGNAL SHUTDOWN WITH THE ENGINEER MINIMUM 3 DAYS PRIOR. SEE SPECIAL PROVISIONS. EXISTING VEHICLE DETECTION LOOPS FOR ALL APPROACHES SHALL BE ABANDONED OR REMOVED BY GRINDING. REMOVE EXISTING UNUSED 2CS WIRING TO THE CONTROLLER. DISCONNECT LOOP SPLICES IN JUNCTION BOX PRIOR TO GRINDING. REMOVE EXISTING AND FURNISH AND INSTALL JUNCTION BOX WITH NON-SKID LID PER WSDOT STD PLAN J-40.10. INSTALL NEW CONDUIT AND WIRING PER WIRE NOTES, THIS SHEET. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. FURNISH AND INSTALL 1-INCH YELLOW RETRO REFLECTIVE TAPE (TYPE IV PRISMATIC SHEETING) AROUND THE FRONT PERIMETER OF EXISTING BACKPLATE. FURNISH AND INSTALL VIDEO DETECTION CAMERA AND MOUNTING BRACKET ON EXISTING MAST ARM. EXACT LOCATION TO BE DETERMINED BY THE TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE IN FIELD. FURNISH AND INSTALL VIDEO CABLING TO THE CONTROLLER. THE CONTRACTOR SHALL SET UP VIDEO DETECTION ZONES IN THE PRESENCE OF THE ENGINEER. VIDEO DETECTION SHALL BE OPERATIONAL PRIOR TO GRINDING OR ABANDONING EXISTING LOOPS. SEE SPECIAL PROVISIONS. REMOVE EXISTING JUNCTION BOX AND FURNISH AND INSTALL JUNCTION BOX WITH NON-SKID LID PER WSDOT STD PLAN J-40.10. ADJUST ORIENTATION AND AS SHOWN ON THE PLANS. JUNCTION BOX TO MATCH SLOPE OF PROPOSED SIDEWALK. INSTALL NEW CONDUIT AND WIRING PER WIRE NOTES, THIS SHEET. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). EXACT LOCATION AND NUMBER OF ZONES SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. REMOVE EXISTING JUNCTION BOX AND COMPACT AND FILL VOIDS PER SPECIAL PROVISIONS. SPLICE EXISTING SIGNAL CONDUITS AND REROUTE TO NEW JUNCTION BOX PER WIRE NOTES, THIS SHEET. REFEED EXISTING WIRING. EXISTING VIDEO DETECTION CAMERA TO REMAIN. SEE VIDEO DETECTION SCHEDULE, THIS SHEET. 4 5 6 7 8 9 10 11 13 14 15 16 SIGNALIZATION PLAN SIGNAL NOTES SR167 COMMENTS WIRE NOTES CONDUCTORS# RACEWAY/ CONDUIT SIZE 2 3 4 5 6 7 1 1"1-2CS EXIST, 1-VIDEO, 1-5C, 3-2CS REMOVE UNUSED WIRING 8 EXIST, 2-VIDEO, 3-5C, 6-2CS REMOVE UNUSED WIRING 2"1-5C, 1-2CS 2"2-5C, 2-2CS EXIST, 1-VIDEO EXIST, 1-VIDEO, 2-2CS EXIST, 2-5C, 2-2CS REMOVE UNUSED WIRING REMOVE UNUSED WIRING REMOVE UNUSED WIRING VIDEO DETECTION SCHEDULE - SW 43RD & SR 167 LEG EXISTING NEW VA WEST TO REMAIN, ROTATE EXISTING CAMERA TO FACE EAST N/A VB NORTH TO REMAIN N/A VC EAST SALVAGE EXISTING CAMERA TO THE CITY RELOCATE EXISTING VECTOR CAMERA FROM E VALLEY N LEG NOTES: 1.ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH 80. 2.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 3.THE CONTRACTOR SHALL UPGRADE GROUNDING OF EXISTING CONDUITS AND JUNCTION BOXES AS REQUIRED PER NEC WHEN NEW SIGNAL WIRING IS ADDED. 4.EACH APS SYSTEM SHALL RUN 2CS FROM PUSHBUTTON TO CONTROLLER MODULE IN SIGNAL CONTROLLER CABINET. 5.EXISTING WIRING AND CONDUIT SIZE SHOWN IS APPROXIMATE. FIELD VERIFY. 6.UNLESS OTHERWISE NOTED, EXIST CONDUIT IS PVC. *RACEWAY CONTAINS EXISTING WIRING THAT IS IN USE AND IS TO REMAIN. REMOVE EXISTING LOOP WIRING TO CONTROLLER. ## 1 2 3 EXIST* EXIST* EXIST* EXIST* EXIST* GENERAL NOTES 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2.UTILITY LOCATION (DIAL-A-DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3.FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL AT (425) 430-7423. 4.THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5.ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 6.ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 7.ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH BLACK MATERIAL WHILE NOT IN OPERATION. 8.REMOVE ALL EXISTING UNUSED WIRING ASSOCIATED WITH THE EXISTING SIGNAL SYSTEM UNLESS NOTED OTHERWISE IN THE PLANS. CAP AND ABANDON ALL EXISTING CONDUIT, EXCEPT ALL EXISTING CONDUIT IN CONFLICT WITH THE NEW SYSTEM SHALL BE REMOVED UNLESS NOTED OTHERWISE IN THE PLANS. 9.APS PUSH BUTTON CONTROL FACES SHALL BE INSTALLED PARALLEL TO THE CROSSWALK SERVED. ORIENTATION AND LOCATION OF APS STYLE PEDESTRIAN PUSH BUTTONS SHALL BE AS SHOWN ON THE PLANS AND SHALL BE FIELD VERIFIED WITH THE CITY ENGINEER PRIOR TO INSTALLATION. LEGEND EXISTING NEW DESCRIPTION TYPE III SIGNAL POLE WITH MAST ARM AND LUMINAIRE TYPE II SIGNAL POLE TYPE I OR TYPE PS SIGNAL POLE TYPE PPB SIGNAL POLE WITH APS UNIT VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD EMERGENCY VEHICLE PRE-EMPTION DETECTOR (EVPE) SIGNAL MAST ARM MOUNTED SIGN PTZ CAMERA VIDEO DETECTION CAMERA VEHICLE VIDEO DETECTION ZONE VEHICLE DETECTION LOOP JUNCTION BOX TYPE 1, 2, 8 TRAFFIC SIGNAL CONTROLLER CABINET ELECTRICAL SERVICE CABINET CONDUIT POLE CONSTRUCTION NOTE CONSTRUCTION NOTE WIRE NOTE VIDEO DETECTION NOTE DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015DET-SIG.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 D E T - S I G . d w g 4/ 1 8 / 2 0 2 5 2 : 5 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS 39324 J A N C I GANI K 4 -1 8-2025 EH EH 04/2025 04/2025 JC 04/2025 SIGNAL DETAILS SIGNAL DETAILS 6920015 77 ISOMETRIC VIEW ELEVATION VIEW EXAMPLE OF REPAIR FROM PPB LOCATION - 12" AND 38" DIAMETER HOLES SHOWN HOLE REPAIR PROCEDURE - BOLT HOLE SIZE 1/2 INCH DIAMETER OR LESS FOR UNC OR UNF THREADS: 1.APPLY SILICONE CAULK TO THREADS OF SS BOLT WITH SHANK. 2.TIGHTEN SS BOLT UNTIL SHANK IS TIGHT AGAINST STANDARD. 3.CUT OFF SS BOLT EVEN WITH STANDARD. 4.FILE SS BOLT TO MATCH CONTOUR OF STANDARD. 5.TREAT SS BOLT AND SURROUNDING POLE WITH GALVANIZING REPAIR PAINT MEETING THE REQUIREMENT OF STANDARD SPECIFICATION 9-08.1(2). 6.APPLY TWO COATS. PAINT SHALL BE DRY BEFORE APPLYING SECOND COAT. FOR NATIONAL PIPE THREADS: 1.APPLY SILICONE CAULK TO THREADS OF HOT-DIPPED GALVANIZED HEX SOCKET PIPE PLUG. 2.TIGHTEN PLUG UNTIL FLUSH WITH STANDARD. 3.FILE PLUG TO MATCH CONTOUR OF STANDARD. 4.FILL HEX SOCKET WITH PAINTABLE SILICONE CAULK. 5.TREAT PLUG AND SURROUNDING POLE WITH GALVANIZING REPAIR PAINT MEETING THE REQUIREMENT OF STANDARD SPECIFICATION 9-08.1(2). 6.APPLY TWO COATS. PAINT SHALL BE DRY BEFORE APPLYING SECOND COAT. NTS PAVED AREAS 3" 3" VARIES MIN 2" MIN 2" 24 " M I N UNPAVED AREAS (TYP) 12" NOTES: 1.EXISTING ASPHALT PAVEMENT MUST BE SAWCUT TO PROVIDE A CLEAN STRAIGHT EDGE BEFORE CONDUIT PLACEMENT. 2.EXISTING MATERIAL DISTURBED UNDER THE CONDUIT SHALL BE REPLACED WITH BEDDING MATERIAL AND COMPACTED TO 95% MAX DENSITY (MODIFIED PROCTOR). 3.BACKFILL MATERIAL SHALL BE INSTALLED IN AN APPROVED MANNER TO INSURE NO DAMAGES TO THE CONDUIT. 4.IF NATIVE MATERIAL IS DETERMINED UNSATISFACTORY BY THE ENGINEER, USE CRUSHED SURFACING TOP COURSE, PER WSDOT STD SPEC 9-03.9(3). RESTORE SURFACE WITH CSTC OR 3" DEPTH TOPSOIL TYPE A WITH SEED AND/OR BARK MULCHING TO MATCH EXISTING UTILIZE NATIVE BACKFILL OR CSTC WHERE NATIVE IS UNSUITABLE AND AS DIRECTED BY THE ENGINEER TRENCH SECTION FOR ELECTRICAL CONDUIT NTS ASPHALT PAVEMENT RESTORATION, FOR DEPTHS SEE ROADWAY CROSS SECTIONS, SHEET 5. GENERAL CHANNELIZATION & SIGNING NOTES 1.REMOVE ALL EXISTING CONFLICTING CHANNELIZATION VIA SANDBLASTING. 2.EXISTING SIGNS IN PROJECT AREA TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 3.FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4.PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5.ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STD PLAN 129. METAL MOUNTING BANDS & HARDWARE, METAL POSTS, POST SUPPORTS, AND BACK OF NO PARKING SIGNS SHALL BE PAINTED BLACK. 6.FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION PLANS, SHEETS 15-21. 7.MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY CENTERLINE. 8.PAVEMENT MARKINGS SHALL CONFORM TO COR STD PLAN 109 LONGITUDINAL PAVEMENT MARKINGS SHALL BE PROFILED METHYL METHACRYLATE (MMA) PLASTIC. PAVEMENT SYMBOLS, CROSSWALK MARKINGS AND STOP BARS SHALL BE MMA. CHANNELIZATION & SIGNING NOTES INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC TWO-WAY LEFT-TURN CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO HYDRANT PER COR STD PLAN 310.3. INSTALL PLASTIC DOUBLE YELLOW CENTERLINE PER COK STD PLAN 3 5 6 8 21 U FO 7513 S 180TH ST PARCEL - 1253710060 CITY OF KENT SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC 10+00 11+00 12+00 13+00 14+00SW 43RD ST10+00 11+00 12+00 13+00 14+00 15 ' 11 ' 13 ' 11 ' 10 ' 11 ' 11 ' 10 ' STA 10+48.9 9.8' LT8 STA 10+49.0 1.2' RT5 STA 10+49.0 12.2' RT8 STA 14+11.1 0.5' RT521 EXIST ROW GP GPU FO 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC 15+00 16+00 17+00 18+00 19+00 SW 43RD ST 15+00 16+00 17+00 18+00 19+00 11 ' 11 ' 12 ' 11 ' 9' STA 18+35.1 2.9' LT3 STA 18+49.4 4.0' RT3 STA 17+01.60 6.02' LT65 STA 17+01.58 5.76' RT65 8 8 APPROX EXIST BUS STOP LOCATION APPROX EXIST BUS STOP LOCATION 21 21 EXIST ROW CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-CHAN01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - C H A N 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 7 1 DPY KFL 04/2025 04/2025 KPF 04/2025 CHANNELIZATION & SIGNING PLAN STA 10+00 TO STA 19+00 7020015 77 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1412 SW 43RD ST PARCEL - 3623049110 CPI/AHP RENTON MOB LLC 19+00 20+00 21+00 22+00 23+00 SW 43RD ST 19+00 20+00 21+00 22+00 23+00 11 ' 11 ' 12 ' 11 ' 10 ' 8 6 8 6 21 EXIST ROW FO 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1250 SW 43RD ST PARCEL - 3623049114 MP-WALLC SW 43RD ST PARCEL - 3623049045 TRIPLE G HOLDINGS LLC 23+00 24+00 25+00 26+00 SW 43RD ST 23+00 24+00 25+00 26+00 11 ' 11 ' 12 ' 11 ' 11 ' STA 24+74.1 3.8' LT3 STA 24+88.2 3.1' RT3 STA 25+57.8 5.8' RT6 STA 25+57.38 6.36' LT658 8 21 21 EXIST ROW CHANNELIZATION & SIGNING NOTES INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC TWO-WAY LEFT-TURN CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO HYDRANT PER COR STD PLAN 310.3. 3 5 6 8 21 GENERAL CHANNELIZATION & SIGNING NOTES 1.REMOVE ALL EXISTING CONFLICTING CHANNELIZATION VIA SANDBLASTING. 2.EXISTING SIGNS IN PROJECT AREA TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 3.FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4.PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5.ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STD PLAN 129. METAL MOUNTING BANDS & HARDWARE, METAL POSTS, POST SUPPORTS, AND BACK OF NO PARKING SIGNS SHALL BE PAINTED BLACK. 6.FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION PLANS, SHEETS 15-21. 7.MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY CENTERLINE. 8.PAVEMENT MARKINGS SHALL CONFORM TO COR STD PLAN 109 LONGITUDINAL PAVEMENT MARKINGS SHALL BE PROFILED METHYL METHACRYLATE (MMA) PLASTIC. PAVEMENT SYMBOLS, CROSSWALK MARKINGS AND STOP BARS SHALL BE MMA. CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-CHAN01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - C H A N 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 7 2 DPY KFL 04/2025 04/2025 KPF 04/2025 CHANNELIZATION & SIGNING PLAN STA 19+00 TO STA 26+50 7120015 77 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 7 0 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET T T T P U FO P U P U 7979 S 180TH ST PARCEL - 3623049086 R 2 R INVESTMENTS LLC 1200 SW 43RD ST PARCEL - 3623049108 7-ELEVEN 1001 SW 41ST ST PARCEL - 3623049112 ADVENTURE 2000 LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS 20 0 + 0 0 20 1 + 0 0 30 2 + 5 0 30 2 + 0 0 27+00 28+00 29+00 30+00 31+00SW 43RD ST SW 43RD ST 80 T H A V E S OA K E S D A L E AV E S W 20 0 + 0 0 20 1 + 0 0 30 2 + 5 0 30 2 + 0 0 27+00 28+00 29+00 30+00 31+00 11 ' 11 ' 12 ' 11 ' 11 ' 11.5' 11'11'11'11.5' 11'11.5' 11' 11'11' STA 27+00.7 3.3' LT 3 STA 27+67.2 3.3' LT3 STA 29+09.0 3.6' RT 3 STA 29+77.3 4.4' RT 3 STA 27+77.0 6.4' LT5 STA 27+76.9 5.9' RT7 STA 27+76.8 32.8' RT1 STA 27+93.0 41.2' RT 2 STA 28+18.3 64.4' RT24 STA 28+29.1 64.2' RT22 STA 28+40.7 64.1' RT 23 STA 28+51.7 63.8' RT 24 STA 28+85.5 43.1' LT2 STA 29+01.0 17.2' RT 8 STA 29+02.5 6.1' RT 5 STA 29+02.3 5.8' LT 7 STA 29+02.1 16.8' LT 8 STA 28+45.9 81.1' LT 3 STA 27+93.3 38.6' LT 2 STA 28+11.8 61.9' LT1 STA 28+59.3 61.3' LT 8 STA 28+48.2 61.7' LT 5 STA 28+37.7 61.9' LT7 STA 28+26.7 62.2' LT8 STA 26+99.2 5.6' RT7 STA 28+31.5 76.7' RT25 STA 30+04.3 5.8' LT 7 STA 29+01.9 31.7' LT 1 STA 28+64.8 63.5' RT 1 STA 28+27.0 82.9' LT8 STA 28+38.0 84.6' LT7 STA 28+48.4 84.6' LT 5 STA 28+59.4 83.8' LT 8 STA 28+17.9 94.4' RT24 STA 28+28.5 95.1' RT22 STA 28+40.6 95.0' RT 23 STA 28+51.7 76.3' RT 24 STA 28+73.4 47.1' RT2 APPROX EXIST BUS STOP LOCATION APPROX EXIST BUS STOP LOCATION 1 21 21 STA 28+01.2 46.0' LT 2 STA 28+00.7 48.5' RT 2 STA 28+86.8 36.4' RT2 STA 28+83.7 44.3' LT2 1 STA 27+76.9 16.9' RT8 STA 27+77.0 17.1' LT8 1 1 KENT CITY LIMIT EXIST ROW 8041 S 180TH ST PARCEL - 3623049101 SKACEL PROPERTIES LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS 31+00 32+00 33+00 34+00 35+00 SW 43RD ST 31+00 32+00 33+00 34+00 35+00 11 ' 11 ' 12 ' 11 ' 11 ' STA 31+77.0 3.4' LT 3 STA 31+91.0 3.5' RT 3 STA 34+26.7 3.7' LT 3 STA 34+40.9 2.8' RT 3 STA 31+22.6 5.7' LT 6 STA 31+22.60 6.28' RT 5 6 8 6 8 6APPROX EXIST BUS 21 EXIST ROW CHANNELIZATION & SIGNING NOTES INSTALL 16" MMA PLASTIC STOP LINE PER COR STD PLAN 128. INSTALL 12" PLASTIC MMA CROSSWALK LINE PER COR STD PLAN 128. INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC TWO-WAY LEFT-TURN CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC WIDE LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO HYDRANT PER COR STD PLAN 310.3. INSTALL PLASTIC DOUBLE YELLOW CENTERLINE PER COK STD PLAN 6-74. INSTALL PLASTIC WHITE WIDE LINE PER COK STD PLAN 6-74. INSTALL PLASTIC WHITE LANE LINE PER COK STD PLAN 6-74. INSTALL THERMOPLASTIC TURN ARROW PER COK STD PLAN 6-76. 1 2 3 5 6 7 8 21 22 23 24 25 GENERAL CHANNELIZATION & SIGNING NOTES 1.REMOVE ALL EXISTING CONFLICTING CHANNELIZATION VIA SANDBLASTING. 2.EXISTING SIGNS IN PROJECT AREA TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 3.FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4.PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5.ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STD PLAN 129. METAL MOUNTING BANDS & HARDWARE, METAL POSTS, POST SUPPORTS, AND BACK OF NO PARKING SIGNS SHALL BE PAINTED BLACK. 6.FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION PLANS, SHEETS 15-21. 7.MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY CENTERLINE. 8.PAVEMENT MARKINGS SHALL CONFORM TO COR STD PLAN 109 LONGITUDINAL PAVEMENT MARKINGS SHALL BE PROFILED METHYL METHACRYLATE (MMA) PLASTIC. PAVEMENT SYMBOLS, CROSSWALK MARKINGS AND STOP BARS SHALL BE MMA. CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-CHAN01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - C H A N 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 7 3 DPY KFL 04/2025 04/2025 KPF 04/2025 CHANNELIZATION & SIGNING PLAN STA 26+50 TO STA 35+50 7220015 77 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 7 1 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET W W 8301 S 180TH ST PARCEL - 3623049005 HILL FAMILY II LLC 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 36+00 37+00 38+00 39+00 40+00 SW 43RD ST 36+00 37+00 38+00 39+00 40+00 11 ' 11 ' 12 ' 11 ' 11 ' STA 36+97.2 3.8' LT 3 STA 37+12.0 3.1' RT 3 STA 39+60.9 3.6' LT3 STA 39+75.1 2.9' RT3 8 6 8 6 21 EXIST ROW 8441 S 180TH ST PARCEL - 3123059129 GENUINE PARTS CO 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 41+00 42+00 43+00 44+00 45+00 SW 43RD ST 41+00 42+00 43+00 44+00 45+00 11 ' 11 ' 12 ' 11 ' 11 ' 13 ' 11 ' 11 ' 12 ' 11 ' 11 ' STA 42+23.3 4.2' LT 3 STA 42+38.7 2.6' RT3 STA 44+63.1 4.3' LT3 STA 44+78.0 2.6' RT3 8 6 8 6APPROX EXIST BUS STOP LOCATION 21 21 APPROX EXIST BUS STOP LOCATION EXIST ROW CHANNELIZATION & SIGNING NOTES INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC TWO-WAY LEFT-TURN CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO HYDRANT PER COR STD PLAN 310.3. 3 6 8 21 GENERAL CHANNELIZATION & SIGNING NOTES 1.REMOVE ALL EXISTING CONFLICTING CHANNELIZATION VIA SANDBLASTING. 2.EXISTING SIGNS IN PROJECT AREA TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 3.FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4.PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5.ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STD PLAN 129. METAL MOUNTING BANDS & HARDWARE, METAL POSTS, POST SUPPORTS, AND BACK OF NO PARKING SIGNS SHALL BE PAINTED BLACK. 6.FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION PLANS, SHEETS 15-21. 7.MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY CENTERLINE. 8.PAVEMENT MARKINGS SHALL CONFORM TO COR STD PLAN 109 LONGITUDINAL PAVEMENT MARKINGS SHALL BE PROFILED METHYL METHACRYLATE (MMA) PLASTIC. PAVEMENT SYMBOLS, CROSSWALK MARKINGS AND STOP BARS SHALL BE MMA. CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-CHAN01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - C H A N 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 7 4 DPY KFL 04/2025 04/2025 KPF 04/2025 CHANNELIZATION & SIGNING PLAN STA 35+50 TO STA 45+00 7320015 77 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 7 2 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 8621 S 180TH ST PARCEL - 3123059121 KNUDSON INVESTMENTS LLC 45+00 46+00 47+00 48+00 49+00 SW 43RD ST 45+00 46+00 47+00 48+00 49+00 11 ' 11 ' 12 ' 11 ' 11 ' STA 47+26.2 4.5' LT3 STA 47+38.6 2.4' RT 3 STA 47+72.9 6.0' RT 6 STA 47+73.2 7.4' LT 6 68 8 6 APPROX EXIST BUS STOP LOCATION 21 EXIST ROW W T W G U SP W U U U T 8815 S 180TH ST PARCEL - 3123059097 SARBAT DA BHALA V INC 4208 LIND AVE SW PARCEL - 3926800010 ZV COMPANY INC 18129 EAST VALLEY HWY S PARCEL - 3123059033 ORILLIA STATION SHOPPING CE 40 0 + 0 0 40 1 + 0 0 50 2 + 5 0 50 2 + 0 0 49+00 50+00 51+00 52+00 53+00 54+00 LI N D A V E S W SW 43RD ST 88 T H A V E S R50 . 0 ' 40 0 + 0 0 40 1 + 0 0 50 2 + 5 0 50 2 + 0 0 49+00 50+00 51+00 52+00 53+00 54+00 11 ' 11 ' 12 ' 11 ' 11 ' 11 ' 11 ' 12 ' 11 ' 12 ' 12 ' 11'11'11'12'11' STA 49+07.5 5.1' RT 7 STA 49+11.5 4.7' LT 3 STA 49+79.6 4.7' LT3 STA 51+21.9 2.4' RT 3 STA 51+90.8 2.6' RT 3 STA 53+48.6 28.1' RT 14 STA 52+73.07 5.30' RT65 STA 52+73.3 6.7' LT 6 STA 49+90.2 17.8' LT8STA 49+96.0 6.0' LT5 STA 49+95.9 5.0' RT7 STA 49+91.0 16.0' RT8 STA 50+35.2 56.2' LT7 STA 50+46.2 56.7' LT7 STA 50+57.9 57.2' LT 5 STA 50+69.2 57.6' LT 8 STA 50+56.4 72.8' LT 3 STA 50+45.7 72.3' LT12 STA 50+25.3 71.9' LT4 STA 50+17.3 36.9' RT 2 STA 50+13.0 38.5' LT 2 STA 50+94.1 42.4' LT2 STA 51+14.2 18.1' LT 8 STA 51+14.3 7.1' LT 7 STA 51+14.3 4.9' RT 5 STA 51+14.4 15.9' RT 8 STA 50+81.5 40.4' RT 2 STA 52+03.4 6.6' LT 7 STA 49+95.5 29.3' RT1 STA 51+14.2 32.0' LT 1 STA 50+34.9 93.1' LT7 STA 50+45.9 93.3' LT7 STA 50+58.0 93.4' LT 5 STA 50+69.2 80.7' LT 8 STA 50+78.8 11.6' RT17 STA 50+47.6 26.9' LT17 STA 50+19.5 55.6' LT1 6APPROX EXIST BUS STOP LOCATION 21 21 1 1 STA 50+98.0 36.3' LT2 STA 50+11.6 36.0' RT 2 STA 50+98.2 33.8' RT2 1KENT CITY LIMIT EXIST ROW STA 50+45.8 54.8' RT1 STA 50+77.1 56.5' RT 1 CHANNELIZATION & SIGNING NOTES INSTALL 16" MMA PLASTIC STOP LINE PER COR STD PLAN 128. INSTALL 12" PLASTIC MMA CROSSWALK LINE PER COR STD PLAN 128. INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER COR STD PLAN 109. INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SR PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC TWO-WAY LEFT-TURN CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC WIDE LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. MMA TRAFFIC ARROW TYPE 3SL COR STD PLAN 109. INSTALL WIDE DOTTED LANE LINE PROFILED PER COR STD PLAN 109. INSTALL DOTTED EXTENSION LINE PROFILED MMA PER COR STD PLAN 109. INSTALL BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO HYDRANT PER COR STD PLAN 310.3. 1 2 3 4 5 6 7 8 12 14 17 21 GENERAL CHANNELIZATION & SIGNING NOTES 1.REMOVE ALL EXISTING CONFLICTING CHANNELIZATION VIA SANDBLASTING. 2.EXISTING SIGNS IN PROJECT AREA TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 3.FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4.PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5.ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STD PLAN 129. METAL MOUNTING BANDS & HARDWARE, METAL POSTS, POST SUPPORTS, AND BACK OF NO PARKING SIGNS SHALL BE PAINTED BLACK. 6.FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION PLANS, SHEETS 15-21. 7.MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY CENTERLINE. 8.PAVEMENT MARKINGS SHALL CONFORM TO COR STD PLAN 109 LONGITUDINAL PAVEMENT MARKINGS SHALL BE PROFILED METHYL METHACRYLATE (MMA) PLASTIC. PAVEMENT SYMBOLS, CROSSWALK MARKINGS AND STOP BARS SHALL BE MMA. CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-CHAN01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - C H A N 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 7 5 DPY KFL 04/2025 04/2025 KPF 04/2025 CHANNELIZATION & SIGNING PLAN STA 45+00 TO STA 54+00 7420015 77 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 7 3 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET U U 8819 S 180TH ST PARCEL - 3123059167 ORILLA STATION LOT 2 LLC 18015 EAST VALLEY HWY S PARCEL - 3123059118 CHEVRON SERVICES CO 330 SW 43RD ST PARCEL - 3926800020 S & J YEN LLC 4201 EAST VALLEY RD PARCEL - 3926800030 EAST VALLEY PETULA LLC 8829 S 180TH ST PARCEL - 3123059166 BOILEAU PROPERTIES SOUTHCEN T 54+00 55+00 56+00 57+00 58+00 SW 43RD ST 54+00 55+00 56+00 57+00 58+00 11 ' 11 ' 12 ' 11 ' 12 ' 12 ' STA 54+78.1 4.0' LT 3 STA 54+92.8 2.9' RT 3 STA 56+12.6 37.5' RT4 STA 57+32.5 37.5' RT4 STA 56+82.0 5.5' RT6 STA 56+84.12 28.68' RT147 STA 58+35.8 3.4' LT3 STA 58+43.2 38.0' RT11 STA 58+36.4 5.9' RT7STA 56+87.11 6.74' LT 6 5 8 6 8 APPROX EXIST BUS STOP LOCATION 21 21 EXIST ROW 6 U 4242 EAST VALLEY RD PARCEL - 3123059114 NAKA PROPERTIES L L C 18010 EAST VALLEY HWY PARCEL - 3123059109 TIRUPATI INVESTMENTS LLC W P W W 60 2 + 0 0 60 3 + 0 0 60 4 + 0 0 59+00 60+00 61+00 62+00 63+00 SW 43RD ST E V A L L E Y HW Y 60 2 + 0 0 60 3 + 0 0 60 4 + 0 0 59+00 60+00 61+00 62+00 63+00 11 ' 11 ' 12 ' 11 ' 12 ' 12 . 5 ' 10 . 5 ' STA 59+07.6 3.3' LT3 STA 59+57.8 3.4' LT3 STA 59+71.7 6.3' LT 1 STA 59+44.4 29.0' RT7 STA 59+28.9 50.7' RT2 STA 59+46.2 35.2' RT2 STA 59+64.2 17.0' LT8 STA 59+71.7 5.9' LT5 STA 59+71.7 6.0' RT7 STA 60+21.7 27.8' LT 2 STA 61+20.0 39.5' LT2 STA 60+94.8 26.6' RT 2 STA 60+67.4 35.6' RT 2 STA 59+89.5 27.7' RT 2 STA 59+95.2 38.3' RT 2 STA 60+11.8 53.8' RT1 STA 61+03.6 54.8' LT 1 STA 61+55.0 44.8' LT 2 STA 61+74.7 55.2' LT 2 STA 60+61.6 52.5' LT 1 STA 60+53.5 52.2' RT 1 STA 59+71.7 27.5' RT 1 STA 60+44.7 35.3' LT 2 STA 61+35.0 31.0' LT 2 STA 59+64.4 17.0' RT8 STA 61+40.0 31.1' LT 1 STA 61+41.2 2.1' RT 1 18 18 18 18 18 18 21 21 S1 S2 KENT CITY LIMIT EXIST ROW CHANNELIZATION & SIGNING NOTES INSTALL 16" MMA PLASTIC STOP LINE PER COR STD PLAN 128. INSTALL 12" PLASTIC MMA CROSSWALK LINE PER COR STD PLAN 128. INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER COR STD PLAN 109. INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SR PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC TWO-WAY LEFT-TURN CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC WIDE LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PLASTIC TRAFFIC LETTER APPLICATION PER WSDOT STD PLAN M-80.10. INSTALL WIDE DOTTED LANE LINE PROFILED PER COR STD PLAN 109. WHITE PAINTED MEDIAN CURB. INSTALL BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO HYDRANT PER COR STD PLAN 310.3. 1 2 3 4 5 6 7 8 11 14 18 21 GENERAL CHANNELIZATION & SIGNING NOTES 1.REMOVE ALL EXISTING CONFLICTING CHANNELIZATION VIA SANDBLASTING. 2.EXISTING SIGNS IN PROJECT AREA TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 3.FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4.PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5.ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STD PLAN 129. METAL MOUNTING BANDS & HARDWARE, METAL POSTS, POST SUPPORTS, AND BACK OF NO PARKING SIGNS SHALL BE PAINTED BLACK. 6.FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION PLANS, SHEETS 15-21. 7.MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY CENTERLINE. 8.PAVEMENT MARKINGS SHALL CONFORM TO COR STD PLAN 109 LONGITUDINAL PAVEMENT MARKINGS SHALL BE PROFILED METHYL METHACRYLATE (MMA) PLASTIC. PAVEMENT SYMBOLS, CROSSWALK MARKINGS AND STOP BARS SHALL BE MMA. SIGN SCHEDULE SIGN NO. S1 S2 STATION 61+86.37 58+99.22 OFFSET 54.18' LT 49.14' RT DESIGNATION R1-5, "YIELD HERE TO PEDESTRIANS" R1-5, "YIELD HERE TO PEDESTRIANS" SIZE 36"x36" 36"x36" REMARKS NEW NEW CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-CHAN01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - C H A N 0 1 . d w g 4/ 1 8 / 2 0 2 5 2 : 5 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 7 6 DPY KFL 04/2025 04/2025 KPF 04/2025 CHANNELIZATION & SIGNING PLAN STA 54+00 TO STA 63+00 7520015 77 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 7 4 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ T TR 63+00 64+00 65+00 66+00 67+00 SR 1 6 7 SW 43RD ST 63+00 64+00 65+00 66+00 67+00 1 1 ' 1 1 ' 12 ' 13 ' 1 2 ' STA 63+68.4 9.0' LT 3 STA 63+39.0 16.4' LT 7 STA 63+50.9 27.9' LT 8 STA 63+75.0 17.8' LT 7 STA 65+26.8 31.9' LT 8 APPROX EXIST BUS STOP LOCATION WSDOT LIMITED ACCESS 19 KENT CITY LIMIT EXIST ROW WW W \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 80 0 + 0 0 801+00 7 0 3 + 0 0 7 0 2 + 0 0 68+00 69+00 70+00 71+00 72+00 SW 43RD ST SR 1 6 7 OFF - R A M P S R 1 6 7 O N - R A M P 80 0 + 0 0 801+00 7 0 3 + 0 0 7 0 2 + 0 0 68+00 69+00 70+00 71+00 72+00 11 ' 11 ' 12 ' 11 ' 11 ' STA 67+98.2 2.0' RT 8 STA 67+64.0 9.1' LT 7 STA 67+69.9 20.9' LT 5 STA 67+97.3 31.9' LT 8 STA 70+12.1 6.5' RT8 STA 70+16.8 4.4' LT1 STA 69+95.4 5.0' LT7 STA 69+95.1 16.6' LT5 STA 70+17.9 27.1' LT8 STA 70+44.4 45.3' RT1 STA 70+45.4 29.2' RT2 STA 70+70.7 30.6' RT2 STA 70+96.3 39.7' RT 2 STA 71+08.6 54.3' RT 2 STA 71+11.5 13.7' LT 1 STA 70+90.1 20.2' RT 2 STA 70+92.5 56.1' LT 2 STA 70+81.5 66.4' LT 2 STA 70+35.9 51.7' LT2 STA 71+12.8 47.8' LT 1 STA 70+70.0 46.7' RT1 STA 70+15.9 17.1' RT1 STA 69+75.6 15.4' LT3 STA 70+91.5 1.6' LT 5 STA 71+23.5 0.4' LT 5 STA 70+91.3 13.3' LT 5 STA 71+23.9 11.9' LT 5 STA 71+24.7 34.7' LT 8 19 1818 RELOCATE SIGNS 1 1 STA 71+24.3 22.5' LT 8 10'10'10' P P P P P P S3 S4 KENT CITY LIMIT EXIST ROW STA 70+89.8 64.7' RT 25 STA 70+47.7 63.8' RT26 STA 70+68.5 64.2' RT26 CHANNELIZATION & SIGNING NOTES INSTALL 16" MMA PLASTIC STOP LINE PER COR STD PLAN 128. INSTALL 12" PLASTIC MMA CROSSWALK LINE PER COR STD PLAN 128. INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC WIDE LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. INSTALL EDGE LINE PROFILED MMA PER COR STD PLAN 109. INSTALL DOTTED EXTENSION LINE PROFILED MMA PER COR STD PLAN 109. WHITE PAINTED MEDIAN CURB. YELLOW PAINTED CURB. INSTALL THERMOPLASTIC TURN ARROW PER COK STD PLAN 6-76. INSTALL PLASTIC WHITE EDGE LINE PER COK STD PLAN 6-74. 1 2 3 5 7 8 9 17 18 19 25 26 GENERAL CHANNELIZATION & SIGNING NOTES 1.REMOVE ALL EXISTING CONFLICTING CHANNELIZATION VIA SANDBLASTING. 2.EXISTING SIGNS IN PROJECT AREA TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 3.FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4.PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5.ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STD PLAN 129. METAL MOUNTING BANDS & HARDWARE, METAL POSTS, POST SUPPORTS, AND BACK OF NO PARKING SIGNS SHALL BE PAINTED BLACK. 6.FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION PLANS, SHEETS 15-21. 7.MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY CENTERLINE. 8.PAVEMENT MARKINGS SHALL CONFORM TO COR STD PLAN 109 LONGITUDINAL PAVEMENT MARKINGS SHALL BE PROFILED METHYL METHACRYLATE (MMA) PLASTIC. PAVEMENT SYMBOLS, CROSSWALK MARKINGS AND STOP BARS SHALL BE MMA. SIGN SCHEDULE SIGN NO. S3 S4 STATION 70+38.45 70+39.20 OFFSET 34.08' RT 34.07' RT DESIGNATION R3-1, "NO RIGHT TURN" R7-428, "NO LOITERING" SIZE RELOCATE RELOCATE REMARKS N/A N/A CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-CHAN01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - C H A N 0 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 0 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY KFL 04/2025 04/2025 KPF 04/2025 CHANNELIZATION & SIGNING PLAN STA 63+00 TO STA 72+00 7620015 77 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 7 5 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 604 + 0 0 59+00 60+00 E V A L L E Y H W Y SW 43RD ST LIMIT OF CONSTRUCTION LINE 5' E-ROW CONST ℄ & ROW ℄ STA 59+07.84 54.91' RT STA 59+29.47 85.09' RT 603 + 0 0 60+00 SW 43RD ST E V A L L E Y H W Y 2 3 ' LIMIT OF CONSTRUCTION LINE E-ROW CONST ℄ & ROW ℄ 5'5' 20 0 + 0 0 20 1 + 0 0 28+00 80 T H A V E S SW 43RD ST 10'LIMIT OF CONSTRUCTION LINE E-ROW CONST ℄ & ROW ℄ 4201 EAST VALLEY RD PARCEL - 3926800030 EAST VALLEY PETULA LLC 18015 EAST VALLEY HWY S PARCEL - 3123059118 CHEVRON SERVICES CO7979 S 180TH ST PARCEL - 3623049086 R 2 R INVESTMENTS LLC DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-ROW.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R O W . d w g 4/ 1 8 / 2 0 2 5 3 : 0 0 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 DPY DPY 04/2025 04/2025 KPF 04/2025 ROW PLAN 7720015 77 10 20 40 600 SCALE IN FEET CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB-DIVISION LINE LIMIT OF CONSTRUCTION LINE SQUARE FEET LEGEND S.F. OWNERSHIPS AND AREAS (S.F.) NAME TAX ID TOTAL AREA* R 2 R INVESTMENTS LLC 3623049086 90,169 CHEVRON SERVICES CO 3123059118 52,159 EAST VALLEY PETULA LLC 3926800030 98,169 * PER KING COUNTY ASSESSOR 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET NE 1/4, SEC. 36, T. 23 N., R. 4 E. W.M.NW 1/4, SEC. 31, T. 23 N., R. 5 E. W.M.NW 1/4, SEC. 31, T. 23 N., R. 5 E. W.M. KENT RENTON 80 T H A V E S OA K E S D A L E A V E S W LI N D A V E S W SW 41ST ST SW 39TH ST SW 34TH ST SW 27TH ST SW 29TH ST SPR I N G B R O O K T R A I L 8 0 T H P L S S 186TH PL TA L B O T R D S TA L B O T R D S 9 8 T H A V E S S 32ND ST S 36TH ST S 23RD ST S 37TH ST S 38TH CT SW 23RD ST SW 27TH ST SW 43RD STOA K S D A L E A V E S W 80 T H A V E S 88 T H A V E S LI N D A V E S W E V A L L E Y H W Y SR 1 6 7 TED4004096 TIB # 8-1-102(039)-1 CAG 25-004 APRIL 2025 VOLUME 2 OF 2 (APPENDICES) SW 43RD STREET, W C/L TO SR 167 RAMPS TRAFFIC CONTROL PLANS PROJECT VICINITY NOT TO SCALE PROJECT SITE SW 43RD ST CITY OF RENTON DATE Approved for Construction CITY OF RENTON DATE Approved for Bid Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 R EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 -1 8-2025 BID DOCUMENT BEFORE YOU DIG 811 CALL 2 DAYS TRAFFIC CONTROL PLANS2-22 VOLUME 2 - APPENDICES SHEET NO.TITLE POTHOLE PLANS23-29 PROJECT AREA RECORD DRAWINGSX-X 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± 45 / 55 MPHRURAL ROADS 25 / 30 MPH 200' ± (2) URBAN STREETS 25 MPH OR LESS 100' ± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B W4-2L TRAFFIC CONTROL NOTES 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. 2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 6.POSTED SPEED LIMIT ON SW 43RD ST IS 35 MPH. 7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK SIDEWALKS OUTSIDE OF WORK ZONES. 8.CONTRACTOR TO NOTIFY KING COUNTY METRO TRANSIT (CONSTRUCTION.COORD@KINGCOUNTY.GOV) AT LEAST 5 WORKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED RBL R B X X X CLOSED AHEAD LEFT LANE WORK AHEAD ROAD W20-1 W20-5L W4-2L X X X CLOSED AHEAD LEFT LANE WORK AHEAD ROAD W20-1 W20-5L P C M S 500' ± 1 2 1 MILE AHEAD LEFT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. TRAFFIC CONTROL LEGEND PC M S L SW 43RD ST WORK AREA PCMS PORTABLE CHANGEABLE MESSAGE SIGN PCMS 2.0 SEC 2.0 SEC 2 - LANE CLOSURE (INSIDE LANES) ON 4 - LANE ROADWAY DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 220015 29 W4-2R RBL R B L X X X WORK AHEAD ROAD W20-1 W20-5R W4-2R X X X WORK AHEAD ROAD W20-1 W20-5R PC M S PC M S 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 500' ± 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED SW 43RD ST WORK AREA WORK AREA PCMS PORTABLE CHANGEABLE MESSAGE SIGN 350' ± 200' ± (2) 100' ± (2) 500' ± TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC 2 - LANE CLOSURE (OUTSIDE LANES) ON 4 - LANE ROADWAY 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. 2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 6.POSTED SPEED LIMIT ON SW 43RD ST IS 35 MPH. 7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK SIDEWALKS OUTSIDE OF WORK ZONES. 8.CONTRACTOR TO NOTIFY KING COUNTY METRO TRANSIT (CONSTRUCTION.COORD@KINGCOUNTY.GOV) AT LEAST 5 WORKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. CLOSED AHEAD RIGHT LANE CLOSED AHEAD RIGHT LANE DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 320015 29 W4-2L RB R B L X X CLOSED AHEAD LEFT LANE WORK AHEAD ROAD W20-1 W20-5L W4-2L X X X CLOSED AHEAD LEFT LANE WORK AHEAD ROAD W20-1 W20-5L PC M S X PC M S 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B 1 2 1 MILE AHEAD LEFT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 1 2 FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. CENTER LANE CLOSED NO LEFT TURNING FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED L SW 43RD ST WORK AREA PCMS PORTABLE CHANGEABLE MESSAGE SIGN 350' ± 200' ± (2) 100' ± (2) 500' ± TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC PCMS 2.0 SEC 2.0 SEC 3 - LANE CLOSURE (INSIDE LANES) ON 5 - LANE ROADWAY 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. 2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 6.POSTED SPEED LIMIT ON SW 43RD ST IS 35 MPH. 7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK SIDEWALKS OUTSIDE OF WORK ZONES. 8.CONTRACTOR TO NOTIFY KING COUNTY METRO TRANSIT (CONSTRUCTION.COORD@KINGCOUNTY.GOV) AT LEAST 5 WORKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 420015 29 W4-2R R B L X X X WORK AHEAD ROAD W20-1 W20-5R PC M S RBL W4-2R X X WORK AHEAD ROAD W20-1 W20-5R P C M S X 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED SW 43RD ST WORK AREA WORK AREA PCMS PORTABLE CHANGEABLE MESSAGE SIGN 350' ± 200' ± (2) 100' ± (2) 500' ± TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC 2 - LANE CLOSURE (OUTSIDE LANES) ON 5 - LANE ROADWAY 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. 2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 6.POSTED SPEED LIMIT ON SW 43RD ST IS 35 MPH. 7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK SIDEWALKS OUTSIDE OF WORK ZONES. 8.CONTRACTOR TO NOTIFY KING COUNTY METRO TRANSIT (CONSTRUCTION.COORD@KINGCOUNTY.GOV) AT LEAST 5 WORKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. CLOSED AHEAD RIGHT LANE CLOSED AHEAD RIGHT LANE DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 520015 29 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 LENGTH (feet)250 305 360 425 495 570 645155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. CLOSED AHEAD RIGHT LANE WORK AHEAD ROAD W20-1 W20-5R W20-7A W4-2R X X X L TAPER X X X L TAPER SW 43RD ST WORK AREA WORK AREA OA K S D A L E A V E S W 80 T H A V E S UPO FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION UPO 350' ± 200' ± (2) 100' ± (2) 500' ± W20-1 W20-7A W20-5R X X WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE L TA P E R W20-1 W20-7A W20-5R X X WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE L L/ 2 WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE W20-1 W20-5RW20-7A W4-2R TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC SW 43RD ST & OAKSDALE AVE SW INTERSECTION NE & SW CORNER CLOSURES 1. SEE SHEET 2 FOR ADDITIONAL TRAFFIC CONTROL NOTES. 2.MINIMUM OF 2 UPOs IN INTERSECTION WITH TRAFFIC SIGNAL IN RED FLASHING MODE OR TURNED OFF. 3.INTERSECTION CLOSURES SHALL OCCUR ONE CORNER AT A TIME AND MUST ALLOW FOR PEDESTRIAN CROSSINGS PER PEDESTRIAN DETOUR PLAN, SHEET 19 REQUIRED ONLY WHEN PAVING INTERSECTION DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 620015 29 W20-1 W20-7A W20-5R X X WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE W20-1 W20-7A W20-5R X X WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE L TA P E R WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE W20-1 W20-5RW20-7A W4-2R X X X L TAPER CLOSED AHEAD RIGHT LANE WORK AHEAD ROAD W20-1 W20-5R W20-7A W4-2R X X X L TAPER MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 LENGTH (feet)250 305 360 425 495 570 645155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' BUFFER DATA LONGITUDINAL BUFFER SPACE = B 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet)RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1) FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN SW 43RD ST WORK AREA WORK AREA OA K S D A L E A V E S W 80 T H A V E S UPO UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION UPO 350' ± 200' ± (2) 100' ± (2) 500' ± L TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC 1. SEE SHEET 2 FOR ADDITIONAL TRAFFIC CONTROL NOTES. 2.MINIMUM OF 2 UPOs IN INTERSECTION WITH TRAFFIC SIGNAL IN RED FLASHING MODE OR TURNED OFF. 3.INTERSECTION CLOSURES SHALL OCCUR ONE CORNER AT A TIME AND MUST ALLOW FOR PEDESTRIAN CROSSINGS PER PEDESTRIAN DETOUR PLAN, SHEET 19 SW 43RD ST & OAKSDALE AVE SW INTERSECTION NW & SE CORNER CLOSURES REQUIRED ONLY WHEN PAVING INTERSECTION DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 720015 29 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 LENGTH (feet)250 305 360 425 495 570 645155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. CLOSED AHEAD RIGHT LANE WORK AHEAD ROAD X X W20-5L W20-5L W20-1 CLOSED AHEAD RIGHT LANE WORK AHEAD ROAD W20-1 W20-5R W20-7A W4-2R X X X L TAPER W20-1 W20-7A W20-5R WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE X X X L TAPER SW 43RD ST LI N D A V E S W 88 T H A V E S UPO FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION UPO 350' ± 200' ± (2) 100' ± (2) 500' ± X X L L/ 2 WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE W20-1 W20-5RW20-7A W4-2R TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC 1. SEE SHEET 2 FOR ADDITIONAL TRAFFIC CONTROL NOTES. 2.MINIMUM OF 2 UPOs IN INTERSECTION WITH TRAFFIC SIGNAL IN RED FLASHING MODE OR TURNED OFF. 3.INTERSECTION CLOSURES SHALL OCCUR ONE CORNER AT A TIME AND MUST ALLOW FOR PEDESTRIAN CROSSINGS PER PEDESTRIAN DETOUR PLAN, SHEET 19 SW 43RD ST & LIND AVE SW INTERSECTION NE & SW CORNER CLOSURES WORK AREA WORK AREA REQUIRED ONLY WHEN PAVING INTERSECTION DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 820015 29 W20-1 W20-7A W20-5R WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE W20-1 W20-7A W20-5R WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE X X X L TAPER CLOSED AHEAD RIGHT LANE WORK AHEAD ROAD W20-1 W20-5R W20-7A W4-2R X X X L/2 TAPER MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) SPEED (MPH)25 30 35 40 45 50 55 60 65 LENGTH (feet)250 305 360 425 495 570 645155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' BUFFER DATA LONGITUDINAL BUFFER SPACE = B 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet)RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1) SW 43RD ST WORK AREA WORK AREA LI N D A V E S W 88 T H A V E S UPO FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION UPO 350' ± 200' ± (2) 100' ± (2) 500' ± X X L TA P E R X X L WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE W20-1 W20-5RW20-7A W4-2R TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC 1. SEE SHEET 2 FOR ADDITIONAL TRAFFIC CONTROL NOTES. 2.MINIMUM OF 2 UPOs IN INTERSECTION WITH TRAFFIC SIGNAL IN RED FLASHING MODE OR TURNED OFF. 3.INTERSECTION CLOSURES SHALL OCCUR ONE CORNER AT A TIME AND MUST ALLOW FOR PEDESTRIAN CROSSINGS PER PEDESTRIAN DETOUR PLAN, SHEET 19 SW 43RD ST & LIND AVE SW INTERSECTION NW & SE CORNER CLOSURES REQUIRED ONLY WHEN PAVING INTERSECTION DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 920015 29 W4-2L RBL/2 R B L X X CLOSED AHEAD LEFT LANE WORK AHEAD ROAD W20-1 W20-5L W4-2L X X X CLOSED AHEAD LEFT LANE WORK AHEAD ROAD W20-1 W20-5L PC M S X PC M S 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet)1 2 1 MILE AHEAD LEFT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 1 2 FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. CENTER LANE CLOSED NO LEFT TURNING RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED SW 43RD ST WORK AREA L/2 PCMS PORTABLE CHANGEABLE MESSAGE SIGN L L 350' ± 200' ± (2) 100' ± (2) 500' ± TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC PCMS 2.0 SEC 2.0 SEC 4 - LANE CLOSURE (INSIDE LANES) ON 6 - LANE ROADWAY 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. 2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 6.POSTED SPEED LIMIT ON SW 43RD ST IS 35 MPH. 7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK SIDEWALKS OUTSIDE OF WORK ZONES. 8.CONTRACTOR TO NOTIFY KING COUNTY METRO TRANSIT (CONSTRUCTION.COORD@KINGCOUNTY.GOV) AT LEAST 5 WORKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 1020015 29 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED W4-2R RBL R B L X X X WORK AHEAD ROAD W20-1 W20-5R W4-2R X X X WORK AHEAD ROAD W20-1 W20-5R P C M S PC M S WORK AREA WORK AREA SW 43RD ST PCMS PORTABLE CHANGEABLE MESSAGE SIGN 350' ± 200' ± (2) 100' ± (2) 500' ± TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC 2 - LANE CLOSURE (OUTSIDE LANES) ON 6 - LANE ROADWAY 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. 2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 6.POSTED SPEED LIMIT ON SW 43RD ST IS 35 MPH. 7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK SIDEWALKS OUTSIDE OF WORK ZONES. 8.CONTRACTOR TO NOTIFY KING COUNTY METRO TRANSIT (CONSTRUCTION.COORD@KINGCOUNTY.GOV) AT LEAST 5 WORKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. CLOSED AHEAD RIGHT LANE CLOSED AHEAD RIGHT LANE DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 1120015 29 X X X L TAPER X X X L TAP E R WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE W20-1 W20-5R W20-7A W4-2R WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE W20-1 W20-5R W20-7A W4-2R RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. WORK AREA WORK AREA SW 43RD ST EA S T V A L L E Y H I G H W A Y EA S T V A L L E Y H I G H W A Y UPO FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION UPO 350' ± 200' ± (2) 100' ± (2) 500' ± TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC 1. SEE SHEET 2 FOR ADDITIONAL TRAFFIC CONTROL NOTES. 2.MINIMUM OF 2 UPOs IN INTERSECTION WITH TRAFFIC SIGNAL IN RED FLASHING MODE OR TURNED OFF. 3.INTERSECTION CLOSURES SHALL OCCUR ONE CORNER AT A TIME AND MUST ALLOW FOR PEDESTRIAN CROSSINGS PER PEDESTRIAN DETOUR PLAN, SHEET 19 REQUIRED ONLY WHEN PAVING INTERSECTION SW 43RD ST & E VALLEY HWY INTERSECTION NE & NW CORNER CLOSURES DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 1220015 29 CLOSED AHEAD RIGHT LANE WORK AHEAD ROAD W20-1 W20-5R W20-7A W4-2R X X X L TAPER WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE W20-1 W20-5R W20-7A W4-2R X X X L TAP E R RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - LANE WIDTH (feet) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. WORK AREA WORK AREA SW 43RD ST EA S T V A L L E Y H I G H W A Y EA S T V A L L E Y H I G H W A Y UPO FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION UPO 350' ± 200' ± (2) 100' ± (2) 500' ± TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC 1. SEE SHEET 2 FOR ADDITIONAL TRAFFIC CONTROL NOTES. 2.MINIMUM OF 2 UPOs IN INTERSECTION WITH TRAFFIC SIGNAL IN RED FLASHING MODE OR TURNED OFF. 3.INTERSECTION CLOSURES SHALL OCCUR ONE CORNER AT A TIME AND MUST ALLOW FOR PEDESTRIAN CROSSINGS PER PEDESTRIAN DETOUR PLAN, SHEET 19 REQUIRED ONLY WHEN PAVING INTERSECTION SW 43RD ST & E VALLEY HWY INTERSECTION SE & SW CORNER CLOSURES 2L L TAPER DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 1320015 29 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) 1 2 1 MILE AHEAD LEFT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED W4-2L R B L X X X CLOSED AHEAD LEFT LANE WORK AHEAD ROAD W20-1 W20-5L WORK AREA SW 43RD ST PCMS PORTABLE CHANGEABLE MESSAGE SIGN 350' ± 200' ± (2) 100' ± (2) 500' ± TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC 2 - LANE CLOSURE (INSIDE LANES) ON 5 - LANE ROADWAY 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. 2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 6.POSTED SPEED LIMIT ON SW 43RD ST IS 35 MPH. 7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK SIDEWALKS OUTSIDE OF WORK ZONES. 8.CONTRACTOR TO NOTIFY KING COUNTY METRO TRANSIT (CONSTRUCTION.COORD@KINGCOUNTY.GOV) AT LEAST 5 WORKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 1420015 29 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE WIDTH (feet) CHANNELIZATION DEVICE SPACING (feet) 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SIGN SPACING = X (1)BUFFER DATA LONGITUDINAL BUFFER SPACE = B FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED W4-2R R B L X X X WORK AHEAD ROAD W20-1 W20-5R WORK AREA SW 43RD ST PCMS PORTABLE CHANGEABLE MESSAGE SIGNPCMSPORTABLE CHANGEABLE MESSAGE SIGN 350' ± 200' ± (2) 100' ± (2) 500' ± TRAFFIC CONTROL LEGEND PCMS 2.0 SEC 2.0 SEC 1 - LANE CLOSURE (OUTSIDE LANE) ON 5 - LANE ROADWAY TRAFFIC CONTROL NOTES 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. 2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 6.POSTED SPEED LIMIT ON SW 43RD ST IS 35 MPH. 7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK SIDEWALKS OUTSIDE OF WORK ZONES. 8.CONTRACTOR TO NOTIFY KING COUNTY METRO TRANSIT (CONSTRUCTION.COORD@KINGCOUNTY.GOV) AT LEAST 5 WORKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. CLOSED AHEAD RIGHT LANE DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 1520015 29 CLOSED AHEAD RIGHT LANE W20-5R RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' SIGN SPACING = X (1) BUFFER DATA LONGITUDINAL BUFFER SPACE = B MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - LANE WIDTH (feet) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. WORK AREA WORK AREA SW 43RD ST S R - 1 6 7 O N - R A M P SR - 1 6 7 O F F - R A M P FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN 350' ± 200' ± (2) 100' ± (2) 500' ± PROTECTIVE VEHICLE - RECOMMENDED W4-2R R B L X X X WORK AHEAD ROAD W20-1 PC M S PCMS PORTABLE CHANGEABLE MESSAGE SIGN UPO TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES PCMS 2.0 SEC 2.0 SEC 1. SEE SHEET 2 FOR ADDITIONAL TRAFFIC CONTROL NOTES. 2.MINIMUM OF 2 UPOs IN INTERSECTION WITH TRAFFIC SIGNAL IN RED FLASHING MODE OR TURNED OFF. 3.INTERSECTION CLOSURES SHALL OCCUR ONE CORNER AT A TIME AND MUST ALLOW FOR PEDESTRIAN CROSSINGS PER PEDESTRIAN DETOUR PLAN, SHEET 19 REQUIRED ONLY WHEN PAVING INTERSECTION SW 43RD ST & SR-167 ON/OFF RAMP INTERSECTION NE & NW CORNER CLOSURES UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION UPO DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 1620015 29 WORK AHEAD ROAD CLOSED AHEAD RIGHT LANE W20-1 W20-5R W4-2RX X X L TA P E R RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS SIGN SPACING = X (1) MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - LANE WIDTH (feet) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' BUFFER DATA LONGITUDINAL BUFFER SPACE = B WORK AREA SW 43RD ST S R - 1 6 7 O N - R A M P SR - 1 6 7 O F F - R A M P FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN 350' ± 200' ± (2) 100' ± (2) 500' ± CLOSED AHEAD RIGHT LANE WORK AHEAD ROAD W20-1 W20-5R W4-2R X X X L TAPER UPO TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. 2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 6. POSTED SPEED LIMIT ON SW 43RD ST IS 35 MPH. 7. TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK SIDEWALKS OUTSIDE OF WORK ZONES. 8. MINIMUM OF 2 UPOs IN INTERSECTION WITH TRAFFIC SIGNAL IN RED FLASHING MODE OR TURNED OFF. 9.CONTRACTOR TO NOTIFY KING COUNTY METRO TRANSIT (CONSTRUCTION.COORD@KINGCOUNTY.GOV) AT LEAST 5 WORKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. REQUIRED ONLY WHEN PAVING INTERSECTION UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION UPO SW 43RD ST & SR-167 ON/OFF RAMP INTERSECTION SE CORNER CLOSURE DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 1720015 29 CLOSED AHEAD LEFT LANE WORK AHEAD ROAD W20-1 W20-5L W4-2L X X X L TA P E R RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 45 / 55 MPHRURAL ROADS 25 / 30 MPH URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS SIGN SPACING = X (1) MPH 50 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) 25 30 35 40 45 50 55 10 12 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 - - -- - -- - - - - - LANE WIDTH (feet) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730155200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 74' BUFFER DATA LONGITUDINAL BUFFER SPACE = B 1 2 1 MILE AHEAD RIGHT LANE CLOSURE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. WORK AREA SW 43RD ST S R - 1 6 7 O N - R A M P SR - 1 6 7 O F F - R A M P FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN 350' ± 200' ± (2) 100' ± (2) 500' ± CLOSED AHEAD RIGHT LANE WORK AHEAD ROAD W20-1 W20-5R W4-2R X X X L TAPER UPO REQUIRED ONLY WHEN PAVING INTERSECTION TRAFFIC CONTROL LEGEND PCMS 2.0 SEC 2.0 SEC UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION UPO SW 43RD ST & SR-167 ON/OFF RAMP INTERSECTION SW CORNER CLOSURES TRAFFIC CONTROL NOTES 1. SEE SHEET 17 FOR ADDITIONAL TRAFFIC CONTROL NOTES. DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN 1820015 29 PEDESTRIAN CHANNELIZATION DEVICES TEMPORARY SIGN LOCATION CHANNELIZING DEVICES TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY. 2.A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE MINIMUM) 3.CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIES PRIOR TO IMPLEMENTING ANY CLOSURES. 4.ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SEE STANDARD SPECIFICATION 1-20.2(1)B. 5.TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE PLACED N THE DIVERTED PATH WHEN EXISTING BUTTONS ARE NOT ACCESSIBLE. SW 43RD ST WORK AREA SIDEWALK CLOSED AHEAD USE OTHER SIDE SIDEWALK CLOSED SIDEWALK CLOSED AHEAD CROSS HERE SIDEWALK CLOSED AHEAD CROSS HERE R9-11R R9-9 SIDEWALK CLOSED AHEAD USE OTHER SIDE R9-10 R9-11L SW 43RD ST WORK AREA DETOUR M4-9B DETOUR M4-9B SIDEWALK DIVERSION SIDEWALK DETOUR TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN TYPICAL PEDESTRIAN DETOUR 1920015 29 SW 43RD ST S R - 1 6 7 O N - R A M P SW 43RD ST EA S T V A L L E Y H I G H W A Y SW 43RD ST SR - 1 6 7 O F F - R A M P TA L B O T R O A D S SIDEWALK CLOSED AHEAD USE OTHER SIDE R9-10 SIDEWALK CLOSED AHEAD CROSS HERE R9-11R SIDEWALK CLOSED AHEAD CROSS HERE R9-11L 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY. 2.A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE MINIMUM) 3.CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIES PRIOR TO IMPLEMENTING ANY CLOSURES. 4.ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SEE STANDARD SPECIFICATION 1-20.2(1)B. 5.TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE PLACED N THE DIVERTED PATH WHEN EXISTING BUTTONS ARE NOT ACCESSIBLE. TEMPORARY SIGN LOCATION CHANNELIZING DEVICES TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES WORK AREA WORK AREA DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN PEDESTRIAN DETOUR NORTH 2020015 29 SW 43RD ST S R - 1 6 7 O N - R A M P SW 43RD ST EA S T V A L L E Y H I G H W A Y SW 43RD ST WORK AREA WORK AREA SR - 1 6 7 O F F - R A M P TA L B O T R O A D S SIDEWALK CLOSED AHEAD USE OTHER SIDE R9-10 SIDEWALK CLOSED AHEAD CROSS HERE R9-11R SIDEWALK CLOSED AHEAD CROSS HERE R9-11L 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY. 2.A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE MINIMUM) 3.CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIES PRIOR TO IMPLEMENTING ANY CLOSURES. 4.ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SEE STANDARD SPECIFICATION 1-20.2(1)B. 5.TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE PLACED N THE DIVERTED PATH WHEN EXISTING BUTTONS ARE NOT ACCESSIBLE. TEMPORARY SIGN LOCATION CHANNELIZING DEVICES TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN PEDESTRIAN DETOUR SOUTH 2120015 29 DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-TCP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - T C P 0 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 KFL KFL 04/2025 04/2025 KPF 04/2025 TRAFFIC CONTROL PLAN EAST VALLEY HWY TRUCK DETOUR 2220015 29 DETOUR ROUTE:WB ON SW 43RD ST DETOUR ROUTE LEGEND DETOUR ROUTE:EB ON SW 43RD ST DETOUR ROUTE SIGN LEGEND PLAN NTS TRUCK END DETOUR END DETOUR END DETOUR END DETOUR SIGN MUTCD M4-8A TRUCK SIGN MUTCD M4-4 NO RIGHT TURN SIGN MUTCD R3-1 DETOUR DETOUR DETOUR DETOUR LEFT SIGN MUTCD M4-9L DETOUR RIGHT SIGN MUTCD M4-9R DETOUR STRAIGHT SIGN MUTCD M4-9S TRUCK DETOUR TRUCK DETOUR DETOUR DETOUR TRUCK TRUCK TRUCK DETOUR SIGN W/ STREET NAME MUTCD M4-9RDETOUR E VALLEY HWY DETOUR SIGN W/ STREET NAME MUTCD M4-9LDETOUR E VALLEY HWY DETOUR AHEAD DETOUR AHEAD SIGN MUTCD W20-2 DETOUR AHEAD DETOUR AHEAD DETOUR E VALLEY HWY DETOUR E VALLEY HWY DETOUR E VALLEY HWY TRUCK TRUCK TRUCK TRUCK TRUCK SPIKE 107 CB 6254 RIM 24.17' CB 6255 RIM 24.21' CB 6256 RIM 22.15'CB 6259 RIM 16.27' CB 6263 RIM 16.21'CB 6264 RIM 20.50' CB 6335 RIM 24.11' U FO 7513 S 180TH ST PARCEL - 1253710060 CITY OF KENT SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC 10+00 11+00 12+00 13+00 14+00SW 43RD ST CB 5738 RIM 24.33' CB 6100 RIM 24.42'GP GPDWY DWY DWY SSMH 8003 RIM 25.82 IE 17.2 S,E,W @ CL 8" PVC RIM 25.39 CB 8004 IE 23.6 S, 4" PVC U FO 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC SW 43RD ST PARCEL - 3623049115 TRIPLE G HOLDINGS LLC 15+00 16+00 17+00 18+00 19+00SW 43RD ST CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME POTHOLE PLANS 1.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ D E S I G N \ U t i l i t y C o o r d \ P O T H O L E P L A N S \ P O T H O L E P L A N S 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 2 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 2 4 20015 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 20015 KFL KFL 04/2025 04/2025 KPF 04/2025 POTHOLE PLANS STA 10+00 TO STA 19+00 2320015 29 SPIKE 105 SDMH 6020 RIM 24.42 IE 9.1± E, 30" CONC (UNCERTAIN) IE 9.1± W, 30" CONC (UNCERTAIN) ELEV 8.3 @ SUMP ELEV 12.5 @ TOPS OF BOTH PIPES STCR FILLED WITH WATER TO 13.4' MON 6064 DWY DWYDWY DWY DWY SSMH 8006 RIM 25.62 IE 15.3 S,E,W @ CL 8" PVC EL TOP BACK CURB = 24.82' EL CL WALK = 25.07' 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1412 SW 43RD ST PARCEL - 3623049110 CPI/AHP RENTON MOB LLC 19+00 20+00 21+00 22+00 23+00SW 43RD ST 1 2 CB 5520 RIM 23.47' CB 5967 RIM 23.39' IE 9.1± E, 30" CONC (UNCERTAIN) IE 9.1± W, 30" CONC (UNCERTAIN) ELEV 12.5 @ TOPS OF BOTH PIPES STCR FILLED WITH WATER TO 13.4' DWYDWY BURIED SLAB DWY SSMH 8008 RIM 24.28 IE 13.7 S,E,W @ CL 8" PVC RIM 24.71 CB 8009 IE 17.3 N, 12" PVC RIM 24.35 CB 8011 IE 22.4 S, 4" CPP FO 7835 S 180TH ST PARCEL - 1253710050 GATEWAY SPRINGBOOK LLC 1250 SW 43RD ST PARCEL - 3623049114 MP-WALLC SW 43RD ST PARCEL - 3623049045 TRIPLE G HOLDINGS LLC 23+00 24+00 25+00 26+00SW 43RD ST SW 43RD ST POTHOLE DATA POTHOLE # 1 2 STATION 21+48.14 21+47.00 OFFSET 1.61' RT 26.84' RT UTILITY SIZE UTILITY NOT FOUND 6" UNKNOWN CORRUGATED LINE (LIKELY ABANDONED STORM) UTILITY DEPTH N/A 22" PAVEMENT THICKNESS N/A 9" CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME POTHOLE PLANS 1.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ D E S I G N \ U t i l i t y C o o r d \ P O T H O L E P L A N S \ P O T H O L E P L A N S 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 2 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 2 5 20015 MA T C H L I N E S T A 1 9 + 0 0 S H E E T 2 3 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 20015 KFL KFL 04/2025 04/2025 KPF 04/2025 POTHOLE PLANS STA 19+00 TO STA 26+50 2420015 29 MIC 3 SPIKE 104 SDMH 4247 RIM 23.52 IE 10.6 E, 48" CONC IE 10.4 NW, 48" CONC CB 4248 RIM 22.74' SDMH 4249 RIM 23.42 IE 14.7 SW, 24" CMP IE 13.8 SE, 12" PVC IE 13.7 N, 24" CONC T T RIM 23.39 CB 4600 IE 21.7 SW, 4" IRON CB 4601 RIM 22.78' RIM 22.38 CB 4658 IE 16.1 W, 12" CPP IE 16.1 E, 12" CMP 3"METALPOST.EARTHWORKS.TOUR T RIM 21.91 CB 4850 IE 15.2 W, 12" CONC IE 15.1 E, 12" CPP RIM 24.66 SDMH 4870 IE INACCESSIBLE, STCR TOO DEEP CB 4871 RIM 23.43' RIM 24.38 CB 4872 IE 22.7 S, 4" IRON SDMH #4925 RIM 23.11' SMH #4963 RIM 23.10'SMH #4964 RIM 23.16' CB 5249 RIM 23.51' SMH #5250 RIM 23.73' GAS.PIPELINE BUFFALO.ENTER DWY BARK P 25' METAL & PLASTIC, W/POWER, "7-ELEVEN" U IVY IVY FO DWY P U P U BARK AC DWY DUCT DUCT DUCT DUCT DUCT DUCT ALL TELE IN THIS QUADRANT MARKED AS "DUCT"DUCT ALL TELE IN THIS QUADRANT MARKED AS "DUCT" IE 17.3 N, 12" PVC SSMH 8010 RIM 24.07 IE 11.0 S,NE @ CL 8" PVC 7979 S 180TH ST PARCEL - 3623049086 R 2 R INVESTMENTS LLC 1200 SW 43RD ST PARCEL - 3623049108 7-ELEVEN 1001 SW 41ST ST PARCEL - 3623049112 ADVENTURE 2000 LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS 20 0 + 0 0 20 1 + 0 0 30 2 + 5 0 30 2 + 0 0 27+00 28+00 29+00 30+00 31+00 80 T H A V E S SW 43RD ST SW 43RD ST OA K E S D A L E A V E S W 3 4 33 34 35 SPIKE 103 CB 3853 RIM 21.62' CB 3854 RIM 21.49' CB 3912 RIM 20.29' CB 3913 RIM 20.26' SDMH 3914 RIM 21.14 IE 11.3 W, 60" OR 48" CONC IE 11.3 E, 60" OR 48" CONC CB 4034 RIM 20.19' CB 4035 RIM 20.14' RIM 21.06 CB 4036 IE 19.5 S, 4" CPP CB 4038 RIM 21.38' CB 4039 RIM 21.36' DWYDWY DWY RIM 22.34 CB 8013 IE 20.6 S, 4" CPP SSMH 8017 8041 S 180TH ST PARCEL - 3623049101 SKACEL PROPERTIES LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS 31+00 32+00 33+00 34+00 35+00SW 43RD ST 6 5 SW 43RD ST POTHOLE DATA POTHOLE # 3 4 5 6 33 34 35 STATION 30+71.95 30+72.73 33+72.05 33+71.33 27+95.43 27+96.30 27+98.46 OFFSET 12.70' LT 14.45' RT 8.74' LT 18.03' RT 47.88' RT 47.71' RT 49.23' RT UTILITY SIZE 10" WATER 16" GAS 10" WATER 16" GAS UTILITY NOT FOUND 36" DUCT BANK CONCRETE CAP UTILITY DEPTH 50" 55" 48" 46" N/A 32" 53" PAVEMENT THICKNESS 12" 12" 12" 12" N/A 8" N/A CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME POTHOLE PLANS 1.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ D E S I G N \ U t i l i t y C o o r d \ P O T H O L E P L A N S \ P O T H O L E P L A N S 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 2 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 2 6 20015 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 2 4 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 20015 KFL KFL 04/2025 04/2025 KPF 04/2025 POTHOLE PLANS STA 26+50 TO STA 35+50 2520015 29 CB 3661 RIM 20.21' CB 3665 RIM 20.41' CB 3666 RIM 20.29' SMH #3667 RIM 20.79' IE 11.3 W, 60" OR 48" CONC IE 11.3 E, 60" OR 48" CONC W W IE 19.5 S, 4" CPP DWY DIRT RIM 19.93 CB 8014 IE 16.9 N, 12" PVC IE 16.9 E, 12" CONC IE 16.7 S, 12" PVC SSMH 8015 RIM 20.36 IE 14.2 SSW, CAPPED 8" PVC IE 11.4 N,S,W @ CL 8" PVC RIM 20.83 CB 8016 TYPE II IE 17.1 S, 10" CONC IE 17.1 S, 12" CONC IE 16.3 N, 12" UNKNOWN; CANNOT SEE IE 13.3 E,W @ CL 8" PVC 8301 S 180TH ST PARCEL - 3623049005 HILL FAMILY II LLC 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 36+00 37+00 38+00 39+00 40+00 SW 43RD ST SPIKE 102 CB 3661 RIM 20.21'CB 3662 RIM 20.29' RIM 21.47 CB 3663 IE 19.5 S, 4" CPP CB 3664 RIM 20.56' CB 3665 RIM 20.41' CB 3666 RIM 20.29' DWY DWY LUMINAIRE REMOVED DWY MIC 6981 SDMH 8019 RIM 21.39 IE 11.6 W, 48" OR 60" CONC IE 11.6 E, 48" OR 60" CONC 8441 S 180TH ST PARCEL - 3123059129 GENUINE PARTS CO 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 800 SW 43RD ST PARCEL - 3623049113 IKEA NORTH AMERICA SERVICES 41+00 42+00 43+00 44+00 45+00SW 43RD ST 7 9 8 11 10 12 SW 43RD ST POTHOLE DATA POTHOLE # 7 8 9 10 11 12 STATION 44+29.62 44+21.57 44+22.81 44+22.53 44+24.26 44+24.31 OFFSET 1.83' LT 13.26' RT 20.99' RT 26.10' RT 30.83' RT 33.43' RT UTILITY SIZE 10" WATER UTILITY NOT FOUND 4" COM 16" GAS 6" STORM (LIKELY ABANDONED) 4" GAS UTILITY DEPTH 48" N/A 52" 45" 31" 32" PAVEMENT THICKNESS 18" N/A 10" 6" 10" 10" CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME POTHOLE PLANS 1.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ D E S I G N \ U t i l i t y C o o r d \ P O T H O L E P L A N S \ P O T H O L E P L A N S 1 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 2 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 2 7 20015 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 2 5 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 20015 KFL KFL 04/2025 04/2025 KPF 04/2025 POTHOLE PLANS STA 35+50 TO STA 45+00 2620015 29 8621 S 180TH ST PARCEL - 3123059121 KNUDSON INVESTMENTS LLC SW 43RD STSW 43RD ST45+00 46+00 47+00 48+00 49+00 15 17 14 16 18 13 W T W G U P SP W U P P P U P U P P P T 8815 S 180TH ST PARCEL - 3123059097 SARBAT DA BHALA V INC 4208 LIND AVE SW PARCEL - 3926800010 ZV COMPANY INC 18129 EAST VALLEY HWY S PARCEL - 3123059033 ORILLIA STATION SHOPPING CE 88 T H A V E S LI N D A V E S W SW 43RD ST 88 T H A V E S LI N D A V E S W SW 43RD ST 40 0 + 0 0 40 1 + 0 0 50 2 + 5 0 50 2 + 0 0 50+00 51+00 52+00 53+00 54+00 21 20 22 23 28 29 19 26 27 24 25 36 38 37 SW 43RD ST POTHOLE DATA POTHOLE # 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 36 37 38 STATION 47+72.85 47+71.90 47+72.77 47+73.69 47+72.48 47+73.13 49+72.58 49+57.46 49+64.84 50+81.82 50+82.60 50+82.39 50+80.89 50+82.74 50+83.06 50+88.79 50+87.96 50+24.73 50+25.17 50+24.59 OFFSET 24.72' RT 22.02' LT 4.50' LT 14.25' RT 22.73' RT 30.06' RT 7.63' LT 20.94' RT 26.23' RT 60.00' LT 51.06' LT 35.57' LT 29.97' LT 13.21' LT 7.49' LT 20.14' RT 25.95' RT 37.96' RT 45.63' RT 57.83' RT UTILITY SIZE 4" GAS 6" UNKNOWN CORRUGATED PIPE 10" WATER UTILITY NOT FOUND 16" GAS UTILITY NOT FOUND 10" WATER 16" GAS 6" STORM (LIKELY ABANDONED) 44" POWER DUCT BANK 10" POWER DUCT BANK UTILITY NOT FOUND 40" SEWER (LIKELY 36" SEWER) UTILITY NOT FOUND UTILITY NOT FOUND 16" GAS 6" STORM (LIKELY ABANDONED) 12" COMM 6" COMM 8" SEWER UTILITY DEPTH 40" 39" 52" N/A 43" N/A 55" 45" 24" 59" 45" N/A 124" N/A N/A 29" 24" 26" 48" 76" PAVEMENT THICKNESS N/A 6" 19.5" N/A 10" N/A 16" 9" 8" 10" 12" N/A N/A N/A N/A 6" 8" 8" 8" N/A CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME POTHOLE PLANS 2.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ D E S I G N \ U t i l i t y C o o r d \ P O T H O L E P L A N S \ P O T H O L E P L A N S 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 3 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 2 8 20015 MA T C H L I N E S T A 4 5 + 0 0 S H E E T 2 6 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 2720015 KFL KFL 04/2025 04/2025 KPF 04/2025 POTHOLE PLANS STA 45+00 TO STA 54+00 2720015 29 U U 12144 21.92 CB P 12317 22.35 CB SOLID 12320 22.12 CB SOLID 12360 22.31 CB T 12144 21.92 CB P 12317 22.35 CB SOLID 12320 22.12 CB SOLID 12360 22.31 CB T 8819 S 180TH ST PARCEL - 3123059167 ORILLA STATION LOT 2 LLC 18015 EAST VALLEY HWY S PARCEL - 3123059118 CHEVRON SERVICES CO 330 SW 43RD ST PARCEL - 3926800020 S & J YEN LLC 4201 EAST VALLEY RD PARCEL - 3926800030 EAST VALLEY PETULA LLC 8829 S 180TH ST PARCEL - 3123059166 BOILEAU PROPERTIES SOUTHCEN SW 43RD STSW 43RD ST54+00 55+00 56+00 57+00 58+00 32 30 31 U 12284 24.55 MH SEWER PP P P P P 10170 24.80 MH STORM P 10191 23.43 CB 10240 24.13 MH SEWER W 10242 23.67 CB 12133 22.52 CB 12202 24.07 MH SEWER 12203 24.03 CB SOLID P 12285 24.10 CB SOLID 12300 23.47 MH SEWER W 12310 22.79 CB SOLID P 12374 22.97 CB 12392 24.36 MH SEWER P P P P P 12789 27.86 CB W 12954 32.84 CB 12965 28.13 CB 13017 23.54 CB 13076 23.08 CB 13082 24.11 CB SOLID 13095 24.08 CB SOLID 13102 24.25 MH STORM 13109 23.28 CB 13110 24.50 CB SOLID P13140 23.88 MH STORM PP 12284 24.55 MH SEWER PP P P P P 10170 24.80 MH STORM P 10191 23.43 CB 10240 24.13 MH SEWER W 10242 23.67 CB 12133 22.52 CB 12202 24.07 MH SEWER 12203 24.03 CB SOLID P 12285 24.10 CB SOLID 12300 23.47 MH SEWER W 12310 22.79 CB SOLID P 12374 22.97 CB 12392 24.36 MH SEWER P P P P P 12789 27.86 CB W 12954 32.84 CB 12965 28.13 CB 13017 23.54 CB 13076 23.08 CB 13082 24.11 CB SOLID 13095 24.08 CB SOLID 13102 24.25 MH STORM 13109 23.28 CB 13110 24.50 CB SOLID P13140 23.88 MH STORM PP 4242 EAST VALLEY RD PARCEL - 3123059114 NAKA PROPERTIES L L C 18010 EAST VALLEY HWY PARCEL - 3123059109 TIRUPATI INVESTMENTS LLC SW 43RD ST E V A L L E Y H W Y SW 43RD ST E V A L L E Y H W Y 60 2 + 0 0 60 3 + 0 0 60 4 + 0 0 59+00 60+00 61+00 62+00 63+00 SW 43RD ST POTHOLE DATA POTHOLE # 30 31 32 STATION 57+26.65 57+25.24 57+24.98 OFFSET 40.22' LT 34.55' LT 33.01' LT UTILITY SIZE UTILITY NOT FOUND 32" COMM DUCT BANK 2" COMM UTILITY DEPTH N/A 36" 32" PAVEMENT THICKNESS N/A 4" 4" CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME POTHOLE PLANS 2.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ D E S I G N \ U t i l i t y C o o r d \ P O T H O L E P L A N S \ P O T H O L E P L A N S 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 4 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 2 9 20015 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 2 7 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 2820015 KFL KFL 04/2025 04/2025 KPF 04/2025 POTHOLE PLANS STA 54+00 TO STA 63+00 2820015 29 P 12824 38.90 CB P 12851 43.42 CB P T 12954 32.84 CB P TR P 12824 38.90 CB P 12851 43.42 CB P T 12954 32.84 CB P TR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SR 1 6 7 SR 1 6 7 SR 1 6 7 SW 43RD ST SR 1 6 7 SW 43RD ST 63+00 64+00 65+00 66+00 67+00 P P P P P TR P PPP P P P P U P P PP P U U U TR U WW T PP P U U P W 10578 86.66 MH SEWER P U P 10252 67.40 CB 10275 66.69 CB 10474 84.26 CB 10513 83.29 CB \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SW 43RD ST SR 1 6 7 O F F - R A M P S R 1 6 7 O N - R A M P SW 43RD ST SR 1 6 7 O F F - R A M P S R 1 6 7 O N - R A M P SW 43RD ST 80 0 + 0 0 7 0 3 + 0 0 7 0 2 + 0 0 68+00 69+00 70+00 71+00 72+00 CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME POTHOLE PLANS 2.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ D E S I G N \ U t i l i t y C o o r d \ P O T H O L E P L A N S \ P O T H O L E P L A N S 2 . d w g 4/ 1 8 / 2 0 2 5 3 : 0 4 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 20015 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 2 8 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 2920015 29 KFL KFL 04/2025 04/2025 KPF 04/2025 POTHOLE PLANS STA 63+00 TO STA 72+00 2920015