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HomeMy WebLinkAboutVolume 2h,I SW 43RD STREET, W C/L TO SR 167 RAMPS TIB # 8-1-102 (039)-1 TED4004096 CAG 25-004 OCTOBER 2025 VOLUME 2 OF 2 VOLUME 2 - CONTRACT PLANS i.l '11 so 2TM ST 61j1 I I '11 SHEET NO. TITLE 1 COVER I - — - _2TM ST_ I 1 1 2 SHEET INDEX, SURVEY CONTROL &ALIGNMENT DATA I I I A 3 LEGEND & ABBREVIATIONS - - _ N "IN S 4 TYPICAL SECTIONS 1 5 II Qom^ 5-7 ROADWAY DETAILS 8-14 EXISTING CONDITIONS PLAN ' II s PROJECT SITE 15-21 SITE PREPARATION & TESC PLAN x ST ff , SW 43RD ST 22-28 ROADWAY PLAN ,f I ri !I 29-35 ROADWAY PROFILES ai ;I 1 36-49 STORM DRAINAGE PLAN & PROFILES - ` a TM: 50-52 STORM DRAINAGE DETAILS _ w y LU f� S - CURB RAMP DETAILS - s FENTON ¢ s,M 4sr STf'C ��/,,f ,� ! '�"+ 53 60 ' O 61-68 SIGNALIZATION PLAN _ _ Y II I o gg SIGNAL DETAILS `_ 0 70-76 CH ANNELIZATION &SIGNING PLAN �-� � SW 43RD ST � � // , co ROW PLAN = r�Nr Cn _,,;! w 1 / VOLUME 2 — APPENDICES SHEET NO. TITLE 1-22 TRAFFIC CONTROL PLANS 23-29 POTHOLE PLANS X-X PROJECT AREA RECORD DRAWINGS CALL 2 DAYS BEFORE YOU DIG 811 PROJECT VICINITY alZs NOT TO SCALE qp Ap eyl fqr Bid ITY OF RE DATE Ap ,r ved for C struction CI F ON OA CONFORMED SET OCTOBER 2025 �E ° ''"M, KPG u, r p Seattle 313, Elliott Avenue Suite 400 Seattle WA 98121 2062861640 Tacoma I Wenatchee I KPG.mm A' 15 �22� 36 37 70 16 ,23,38 39 71 107 I II 6064 i -1 a 1k) L- I - = 8 SW 43RD ST L1 I � I I BEGIN N 164120.38 E 1292253.42 ---------------f-----------�-A- I m 18 (25, 43 73 - - - i 19 �26� a 45 i55`���56��'.63•' 74 ,,, uj En II 2541� U) a - -' 17 �24� n 41\4�` ; 61;+ 72 - - - 18 �25� 42 73 c a en - i La Y W w a O I N N R29 -3) 'qp. Ao AA Aj -i =alk 7 - 38 39 40 Z 0 L4 SW 43RD ST Lu w a I F Z 0 0 0 o _ - 120 �27� 46 47 ` \(65j 75 y� 21 �28� 48 49 �9�EO��" _ I L14 A w I Q,_, ❑ ❑r �/58� ❑ 6T 76 A 'a 1506 �`O `O� I 9001 6938 v = o v J N 5% b3=mod', 55- -56-=" --58 59-6P 61`. '62=- 3 64 65 66 67 71 z - 0 < I I l5 I I SW 43RD ST w z 981 I : ; U SW 43RD ST q. ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA L1 10+GO.00 164120.38 1292253.42 1545.06' S 88'32'51" E L2 25+45.06 164081.22 1293797.98 250.10' S 88'42'03" E L3 27+95.16 164075.55 1294048.02 44.91' S 89'00'44" E L4 28+40.07 164074.78 1294092.92 1106.55' S 88-34-47' E L5 39+46.62 164047.35 1295199.13 1106.55' S 88'34'47" E L6 50+53.17 164019.92 1296305.34 1004.13' S 88'39'19" E L7 60+57.30 163996.36 1297309.20 1000.00' S 89'04'09" E LB 70+57.31 163980.11 1298309.07 342.73' S 88'08'34" E 80TH AVE S rL ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA 250.00' S 1'47'12" W L10 200+00.00 164074.85 1294088.51 OAKSDALE AVE SW rL ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA L9 300+00.00 164324.77 1294101.27 250.13' S 1'54'47" W 88TH AVE S (� ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA L12 400+00.00 164019.82 1296309.58 250.00' S 114'15' W •,�� -- I -- I-- Ls I- 9027 �l l \ 03 SW 43RD ST L7 I L13 �O h I LIND AVE SW rL ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA L11 500+00.00 1 164269.88 1296309.85 250.00' S 1.01'56" W EAST VALLEY HWY 4- ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA L13 600+00.00 164235.33 1297490.56 600.00' S 3711'46" W SR 167 ON -RAMP rL ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA L14 700+00.00 164275.65 11298268.53 300.00' S 9.33'06" E SR 167 OFF -RAMP (L ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L15 800+00.00 163979.63 1298324.06 56.64' S 437'11" W Cl 800+56.64 163923.17 1298319.50 193.49' 44*30'21 249.09' 801+58.56 101.92' L16 802+50.13 163751.34 1298241.61 77.75' S 48 23'51" W L17 1 803+27.88 1 163699.72 1298183.47 122.13' S 44-59'07" W SHEET LEGEND ® SITE PREPARATION AND TESC PLANS ROADWAY PLAN ® STORM DRAINAGE PLAN AND PROFILES INTERSECTION AND CURB RAMP PLANS SIGNAUZATION PLANS ® CHANNELIZATION AND SIGNING PLANS L15 � L8 o I ,JJJ Cl 4' 1 9015 00� p��QP L17 boy 5p61 14�` I 1 `9014 9003J END N 163969.00 E 1298651.61 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 UTIUTY 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.LS. NO. 29294/RONALD D. REICHEL, P.LS. NO. 38015. 4. CONTOUR INTERVAL = 1 FOOT, t0.5 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 UND AVE SW INTERSECTION, AND FROM DRAWING PU2149771048-BA RECEIVED FROM PARAMETRIX EAST OF THAT. 5. STORM AND SEWER CONNECTIONS ARE DRAWN FROM CENTER OF UD TO CENTER OF LID. 6. ADDITIONAL BASEMAPS FROM PARAMETRIX, FEBRUARY 2023. 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 CONTROL POINT TABLE POINT NORTHING EASTING ELEV DESC 3 164075.55 1294048.02 22.74 FOUND MON INCASE 107 164144.20 1292469.41 23.24 FOUND SPIKE 1506 163996.39 1297308.98 24.05 FOUND PIN IN 4"x4" CONC 2541 164063.12 1296253.64 21.80 FOUND SURFACE MON 6064 164129.04 1293314.36 25.36 FOUND SURFACE MON 6938 163980.21 1298308.90 83.58 FOUND PIN IN 4"x4' CONC 6981 164027.62 1295382.32 20.19 FOUND MON IN CASE 9001 164034.28 1297830.18 52.29 FOUND WSDOT 3' BRASS DISK 9003 164008.11 1299002.39 121.41 FOUND SURFACE MON FOUND MON IN CASE 9014 163974.39 1298666.95 96.78 9015 163928.32 1298570.22 93.54 FOUND KING COUNTY 9027 163951.68 1297230.59 24.50 FOUND MAG NAIL EXISTING LEGEND Mice MONUMENT IN CASE MON0 SURFACE MONUMENT RCo REBAR k CAP ® SPOT SHOT (DESCRIBED) ❑ CATCH BASIN O STORM DRAIN MANHOLE 0 YARD DRAIN m DOWNSPOUT sDo STORM DRAIN CLEAN -OUT O SEWER MANHOLE SS° SEWER CLEAN -OUT o POWER POLE POWER POLE WITH UG CONNECT r❑ POWER VAULT LID ❑o POWER TRANSFORMER © POWER METER ® POWER OUTLET GUY ANCHOR TRAFFIC SIGNAL WITH LUMINAIRE PEDESTRIAN SIGNAL ®Z ❑ JUNCTION BOX TYPE 1, 2, 3 TR TRAFFIC CONTROL CABINET ® TRAFFIC SERVICE CABINET TRAFFIC ATTENUATOR LOOP ° STREET LIGHT (LUMINAIRE) ° LOT LIGHT 9 YARD LIGHT 0 TELEPHONE MANHOLE T ° TELEPHONE RISER M TELEPHONE VAULT LID TELEPHONE POLE TV VAULT LID Co FIBER OPTIC MANHOLE m GAS VALVE ® GAS METER * WATER VALVE ® WATER METER ® WATER MANHOLE A FIRE HYDRANT A FIRE DEPARTMENT CONNECT a] UTILITY VAULT LID (GENERIC/UNKNOWN) Do UTILITY ACCESS (GENERIC/UNKNOWN) BORE SITE (WITH FIELD DESCRIPTION) o BOULDER SIGN cNl MAILBOX SHRUB GRASS DT12(3) DECIDUOUS TREE, DIAM. IN INCHES (# OF TRUNKS) 02(3)M CONIFEROUS TREE, DIAM. IN INCHES (# OF TRUNKS) FC Tv G 31 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 PROPOSEDLEGEND li REMOVE CONCRETE (ON SITE PREPARATION PLANS) REMOVE ASPHALT PAVEMENT (ON SITE PREPARATION PLANS) (� PLANING BITUMINOUS PAVEMENT (ON SITE PREPARATION PLANS) xxxxxxxxxxx CURB AND GUTTER REMOVAL (ON SITE PREPARATION PLANS) —� INLET PROTECTION PER CDR STD PLN 216.30 CUT LINE (TYP) I FILL LINE (TYP) - - - - - - SAWCUT LINE — GEOTEXTILE FABRIC PAVEMENT OVERLAY CEMENT CONC SIDEWALK ® PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) a CB TYPE 1 OR CONC INLET Q CB TYPE 2 WITH RECTANGULAR FRAME - �- - STORM PIPE WITH DIRECTION OF FLOW Q TYPE I OR TYPE PS SIGNAL POLE & TYPE PPB SIGNAL POLE WITH PPB H 0 , JUNCTION BOX TYPE 1, 2, 8 m TRAFFIC SIGNAL CONTROLLER CABINET — - - — CONDUIT QQ VEHICLE BOLLARD ABBREVIATIONS AC ASPHALT CONCRETE LT LEFT ACP ASPHALT CONCRETE PAVEMENT LF LINEAR FEET ADA AMERICANS WITH DISABILITIES ACT LP LOW POINT AISC AMERICAN INSTITUTE OF STEEL MAX MAXIMUM CONSTRUCTION MIN MINIMUM AP ANGLE POINT MH MANHOLE ASTM AMERICAN SOCIETY OF TESTING AND MIC MONUMENT IN CASE MATERIALS MJ MECHANICAL JOINT AWS AMERICAN WELDING SOCIETY MON MONUMENT APPROX APPROXIMATE N NORTH OR NORTHING BLDG BUILDING NAVD NORTH AMERICAN VERTICAL DATUM BOSW BACK OF SIDEWALK NO NUMBER BOT BOTTOM NTS NOT TO SCALE CB CATCH BASIN OC ON CENTER CCP CEMENT CONCRETE PAVEMENT OD OUTSIDE DIAMETER CDF CONTROLLED DENSITY FILL PC POINT OF CURVE CHLK CHAINLINK PCC POINT OF COMPOUND CURVATURE q CENTERLINE PCCP PERVIOUS CEMENT CONCRETE CL CLASS PAVEMENT CO CLEANOUT PI POINT OF INTERSECTION COK CITY OF KENT POB POINT OF BEGINNING COL COLUMN CONC CONCRETE POE POINT OF ENDING CONC CONCRETE PRC POINT OF REVERSE CURVATURE COR CITY OF RENTON PT POINT OF TANGENT CSBC CRUSHED SURFACING BASE COURSE PVC POLYVINYL CHLORIDE OR CSTC CRUSHED SURFACING TOP COURSE POINT OF VERTICAL CURVATURE DI DUCTILE IRON PVT POINT OF VERTICAL TANGENT DIA DIAMETER PVI POINT OF VERTICAL INTERSECTION DW/DWY DRIVEWAY R RADIUS E EAST OR EASTING ROW RIGHT OF WAY EA EACH RT RIGHT EG EXISTING GRADE S SLOPE OR SOUTH ELEV ELEVATION SO STORM DRAIN EOP EDGE OF PAVEMENT SDMH STORM DRAIN MANHOLE EW EACH WAY SE SOUTHEAST EX, EXIST EXISTING SHT SHEET EXP EXPOSURE SO SQUARE FF FINISHED FLOOR SR STATE ROUTE FG FINISHED GRADE SS SANITARY SEWER FL FLOW LINE SSMH SANITARY SEWER MANHOLE FO FIBER OPTIC ST STREET FOC FACE OF CURB STA STATION HMA HOT MIX ASPHALT STD STANDARD HORIZ HORIZONTAL STCR STRUCTURE HP HIGH POINT SW SOUTHWEST ID INSIDE DIAMETER TOC TOP OF CURB IE INVERT ELEVATION TYP TYPICAL IN INCH/INCHES VERT VERTICAL JB JUNCTION BOX W WEST L LENGTH WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION YD YARD DRAIN GENERAL TYPICAL SECTION NOTES 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. MATERIAL CODE l MATERIALS DESCRIPTION 1 HMA CL X" PG 58-22H OVERLAY. DEPTH VARIES, SEE TYPICAL GRIND AND OVERLAY DETAIL, SHEET 5. 2 2.5' HMA CL )f PG 58-22H 3 5' HMA CL Nt' PG 58-22H 4 18" CEMENT CONC. CURB do GUTTER 5 4' CRUSHED SURFACING BASE COURSE 6 4' CEMENT CONC. SIDEWALK 7 SAWCUT LINE 8 PLANTER PER LANDSCAPE RESTORATION TABLE, SHEET 5 9 1 EXIST ROADWAY 10 EXIST CEMENT CONC. ROADWAY VARIES VARIES 0 50' 2.0'' IDEWALK � PLANTER I MIN 1.5% ALTERNATE SECTION LEFT 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 VARIES VARIES EXIST SIDEWALK EXIST PLANTER 1.5' EXIST CURB AND GUTTER 10.0' THRU LANE SEE ALTERNATE SECTION LEFT FOR AREAS CALLED OUT IN PLANS 1.5' EXIST CURB AND GUTTER VARIES _ VARIES EXIST SIDEWALK ' EX;Si PLANTER 10.0' THRU LANE / ///i"/////// SEE ALTERNATE SECTION LEFT FOR AREAS CALLED OUT IN PLANS 1.5' EXIST CURB AND GUTTER VARIES VARIES EXIST SIDEWALK EXIST PLANTER 10.0. THRU LANE SEE ALTERNATE SECTION LEFT FOR AREAS CALLED OUT IN PLANS 1.5' EXIST CURB AND GUTTER VARIES VARIES EXIST SIDEWALK EXIST PLANTER 11.0' THRU LANE 11.0' THRU U 11.0' IU LANE 11.0' THRU LANE VARIES SW 43RD ST ROADWAY i VARIES 0TO 12.0' LEFT -TURN LANE TYPICAL SECTION A 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 SW 43RD ST ROADWAY Ii I 12.0' LEFT -TURN LANE TYPICAL SECTION B APPROX. STA 43+00 TO STA 45+50 LOOKING EAST NTS SW 43RD ST ROADWAY q 12.0' TYPICAL SECTION C APPROX. STA 53+00 TO STA 59+25 LOOKING EAST NTS SW 43RD ST ROADWAY q 1.5' EXIST CURB AND GUTTER 11.0' 10.0' THRU LANE THRU LANE VARIES 11.0' U LANE VARIES 11.0' 12.0' THRU LANE THRU U VARIES 1.5' EXIST CURB AND GUTTER I PAVEMENT SECTION VARIES, SEE PLAN VARIES LEFT -TURN LANE EXIST THRU LANE TYPICAL SECTION D APPROX. STA 63+50 TO STA 65+30 LOOKING EAST NTS 11' EXIST THR 10 VARIES VARIES _ EXIST PLANTER; EXIST SIDEWALK LSEE ALTERNATE SECTION RIGHT FOR AREAS CALLED OUT IN PLANS 1.5' EXIST CURB AND GUTTER 22.5' 1.5' EXIST CURB AND GUTTER VARIES VARIES EXIST SIDEWALK EXIST PLANTER VARIES VARIES EXIST PLANTER EXIST SIDEWALK SEE ALTERNATE SECTION RIGHT FOR AREAS CALLED OUT IN PLANS VARIES VARIES EXI51 PLANTER EXIST SIDEWALK 11.0' RIGHT TURN LANE - - 1 9 SEE ALTERNATE SECTION RIGHT FOR AREAS CALLED OUT IN PLANS ALTERNATE TYPICAL SECTION RIGHT APPROX. STA 27+40 TO STA 29+25 LOOKING EAST NTS PAVEMENT GRIND AND OVERLAY TABLE HMA CLASS )�" PG PROJECT LOCATION STATIONING PAVEMENT GRIND THICKNESS (IN) 58-22H OVERLAY THICKNESS (IN) RAILROAD TRACKS TO STA 10+50 TO 3.5 3.5 (1 LIFT) OAKSDALE AVE SW STA 49+75 OAKSDALE AVE SW TO STA 49+75 TO 4.5 4.5 (2 LIFTS) EAST VALLEY HIGHWAY STA 59+75 EAST VALLEY HIGHWAY AND SR-167 OVERPASS STA 63+40 TO STA 65+ 25 AND STA 67+60 3.0 3.0 (1 LIFTS) TO STA 70+10 EAST OF SR-167 TO STA 70+10 TO 4.5 4.5 (2 LIFTS) ON -RAMP INTERSECTION STA 71+25 FULL MORTAR JOINT AND TRIM BETWEEN ADJUSTMENT RINGS, STRUCTURE AND FRAME. GRATE OR LID a FRAME \ of \\ \ SEAL JOINT WITH 1 -O' AR-4000 b�l ADJUSTMENT HMA CLASS 1/2" PG 58H-22 SECTION PER I I WSDOT STD PLAN Ap B-30.90-02. 1 - D-G OUT LIMIT EXIST BOX/MANHOLE 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 PALL NOT BE ALLOWED STRUCTURE ADJUSTMENT DETAIL NTS VARIES 3"-4.5" HMA CLASS Y5' PG 58-22H. TOP PAVEMENT LAYER DEPTH AND LIFTS TO MATCH OVERLAY THICKNESS BY LOCATION PER PAVEMENT GRIND AND HMA OVERLAY CL. )f PG 58-22H OVERLAY TABLE, THIS SHEET. FOR DEPTH, SEE PAVEMENT GRIND AND OVERLAY TABLE, THIS SHEET 7.5' MIN j PAVEMENT REPAIR SECTION* y EXISTING BASE EXISTING SUBGRADE TYPICAL GRIND AND OVERLAY SECTION NTS CEMENT CONCRETE SIDEWALK HMA RAMP - 2.OX MAX i ;VA LANDING 4A' MIN ';VA MAX SLOPE ALL DIRECTIONS ISOMETRIC MEW NEW RESTORATION TABLE ADJACENT CONDITION RESTORATION COMMENTS SEEDING, FERTIUZING, AND FINISH GRADE SHALL BE SMOOTH AND GRASS LAWN AREAS MULCHING OVER 4' MIN CONSISTENT WITH EXIST GRADE, SLOPE NOT TOPSOIL TYPE A TO EXCEED 3:1 UNLESS APPROVED BY ENGINEER PLACE CSBC AT 3" MAX DEPTH FROM EDGE GRAVEL AREAS CSBC OF PAVEMENT, BOW, OR BACK OF CURB AT FLAT GRADE FOR 2' 2" BARK OR WOOD CHIP FINISH GRADE SHALL BE SMOOTH AND PLANTER OR MULCHED AREAS MULCH OVER 4' MIN TOPSOIL CONSISTENT WITH EXISTING GRADE, SLOPE NOT TO EXCEED 3:1 UNLESS APPROVED BY TYPE A ENGINEER CURB h EXISTING SUBGRADE PAVEMENT REPAIR, VARIES 3"-4.5' HMA CLASS )F PG SEE PLAN 58-22H. TOP PAVEMENT LAYER DEPTH AND LIFTS TO MATCH OVERLAY THICKNESS BY LOCATION PER PAVEMENT GRIND AND OVERLAY TABLE, THIS SHEET. PAVEMENT REPAIR, SEE PLAN .,4 1 1 \ FULL -DEPTH SAW CUT PAVEMENT —� REPAIR SECTION' FULL -DEPTH SAW CUT EXCAVATION LIMITS - VARIES 3"-4.5" MIN HMA-�-� EXCAVATION LIMITS CLASS J4' PG 58-22H VARIES 3'-4.5" MIN HMA BOTTOM PAVEMENT LAYER" GEOTEXTILE FABRIC CLASS X PG 58-22H 6" MIN CSBC \ BOTTOM PAVEMENT LAYER EXISTING SUBGRADE 6' MIN CSBC *NOTE: BOTTOM PAVEMENT LAYER DEPTH VARIES TO MEET 7.5' MIN PAVEMENT REPAIR SECTION DEPTH PAVEMENT REPAIR SECTION DETAIL NTS t 3" HMA CL PG 58-22H 4" CSBC COMPACTED SUBGRADE SECTION MEW MEEWNEW HMA TRANSITION RAMP DETAIL NTS SEE LANDSCAPE RESTORATION TABLE FOR DEPTHS AND MATERIALS SCARIFY SUBGRADE LANDSCAPE RESTORATION DETAIL NTS 2.5' HMA CLASS J5" PG 58-22H 5' MIN HMA CLASS ), PG 58-22 6' MIN CS MAX 1' RECYCL CONCRE *NOTE: BOTTOM PAVEMENT LAYER DEPTH VARIES TO MEET 7.5' MIN PAVEMENT REPAIR SECTION DEPTH PAVEMENT REPAIR WITH GEOTEXTILE FABRIC S NTS PAVEMENT REPAIR, SEE PLAN FULL -DEPTH 4" HMA CLASS Y;' SAW CUT PG 58 22H FULL -DEPTH SAW CUT EXCAVATION LIMITS ICAVATION LIMITS GEOTEXTILE FABRIC EXISTING UNSUITABLE EXISTING SUBGRADE \ 6' MIN CSBC FOUNDATION UNSUITABLE FOUNDATION EXCAVATION DETAIL NTS CEMENT CONC. PAVEMENT, 4' DEPTH 4' CSBC COMPACTED SUBGRADE 4' HMA CLASS )r PG 58-22H PAVEMENT REPAIR SECTION AT BRIDGE NTS PLANTER WHERE SHOWN ON PLANS, SEE RESTORATION TABLE, THIS SHEET CEMENT CONCRETE CURB do GUTTER PER WSDOT STD PLAN F-10.12. HMA CL )f PG 58-22H, DEPTH VARIES, SEE PAVEMENT RESPAIR SECTION DETAIL, THIS SHEET, FOR TOP AND BOTTOM PAVEMENT LAYER DEPTHS. 4 TYPICAL CEMENT CONC. SIDEWALK & CURB & GUTTER SECTION NTS 6" CSBC SIDEWALK WIDTH VARIES GRADE NON —PAVED SURFACES TO 3" BELOW BACK AND SIDES TO KEEP SOILS AWAY FROM SIDEWALK _ 77 6' HIGH —STRENGTH CEMENT CONC SIDEWALK 4' CSBC HIGH -STRENGTH CEMENT CONCRETE SIDEWALK DETAIL NTS 6" CEMENT CONC. MONOLITHR DEPRESSED CURI HIGH —STRENGTH CEMENT CONC. SIDEWALK CEMENT CONC. 6' MONOLITHIC CURB 6' HIGH —STRENGTH 3" MAX. ALLOWANCE FOR EXIST PANELS CEMENT CONC. SIDEWALK 1 R EXISTING CEMENT CONC. \\ ROADWAY PANELS 4' CSBC NOTES: 12" 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, SEE DETAIL, THIS SHEET. HIGH -STRENGTH MONOLITHIC CURB AND SIDEWALK DETAIL OWANCE FOR EXIST PANELS NTS EXISTING CEMENT CONC. ROADWAY PANELS GRADE BREAK --j MONOLITHIC DEPRESSED CURB DETAIL NTS DRIPUNE OR AS SHOWN ON PLANS 1' MAX G/ v V" �� TREE PROTECTION DETAIL REMOVAULE 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 MALL 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. CEMENT CONC. 6" MONOLITHIC CURB 4' CEMENT CONC. SIDEWALK i 4' CSBC Irj 3' MAX. ALLOWANCE FOR EXIST PANELS 1' R 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, SEE DETAIL, THIS SHEET. MONOLITHIC CURB AND SIDEWALK DETAIL NTS LIFTING VEHICULAR BOLLARD STATION/OFFSET REFERENCE POINT LOCATION OF CONCRETE BLOCKOUT AND VEHICULAR BOLLARD I PLAN L — — _ _ _ _ _ CONCRETE FOUNDATION (BELOW FINISHED GRADE) LIFTING EYE VEHICULAR BOLLARD PER VEHICULAR BOLLARD MANUFACTURER'S RECOMMENDATION M /FINISHED GRADE CEMENT CONCRETE SIDEWALK, TYP. 2'-8" SQUARE r CONCRETE FOUNDATION a • • _ VEHICULAR BOLLARD •° EMBEDMENT SECTION VEHICULAR BOLLARD DETAIL NTS CEMENT CONCRETE SIDEWALK (TYP) CEMENT - LANDING VARIES _ RAMP LENGTH VARIES 15' MAX DETECTABLE WARNING CONCRETE RAMP CEMENT CONC. OR 4' MIN SURFACE. SEE WSDOT STD LEFT WING CURB RAMP HIGH-STRENGTH CONTRACT PLANS) HIGH -STRENGTH GRADE BREAK \ PAY LIMITS GRADE BREAK CEMENT CONCRETE RIGHT WING \ 1.5% 1/2" HIGH -STRENGTH CEMENT • _ 5 1.5% TYP 8.3X�AX M CONCRETE DEPRESSED CURB GUTTER LANDING AREA • PLANTER _�_�_ AND I. 7\fit• - . •. J.;'�. \\ �\/; � 'j�(��[:�j,(�y�`yw}�\\" ,"L�\/fl��Y\\��� 0' TO 6" CURB / TRANSITION (TYP) J HIGH -STRENGTH CEMENT CONCRETE RAMP PLAN 15' MAX TYP 4' MIN SEE CONTRACT PLAN +Z5Z E BREAK CEMENT T1PCONCRETE 3% Mqk-a 1.5% TYP LEFT WING 3/8- (IN) EXPANSION JOINT TYP SEE STANDARD PLAN F-30.10 SECTION A -A 6.T CEMENT CONCRETE TRAFFIC CURB k GUTTER fi � "LIP BETWEEN ROADWAY GUTTER AND CURB 15' MAX TYP GRADE BREAK i5% it RIGHT WING LANDING NOTES: 1. CEMENT CONCRETE COMBINATION CURB RAMPS SHALL BE HIGH -STRENGTH CEMENT CONCRETE OR CEMENT CONCRETE PER DETAIL, THIS SHEET AND WHERE SHOWN ON CURB RAMP DETAILS, SHEETS 53-60. 2. SLOPES SHOWN ARE TYPICAL OR MAX GUIDELINES, SEE ALSO CURB RAMP DETAILS, SHEETS 53-60 FOR ACTUAL SLOPES AT EACH CURB RAMP LOCATION. COMBINATION CURB RAMP PAY LIMITS NTS MEDIAN LAYOUT POINT PT i� PC / v 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. MEDIAN LAYOUT DETAIL NTS SEAL JOINT WITH AR-4000 AND OUTSIDE DIA. 1'-0' DRY SAND AFTER PATCHING m HMA CLASS 1/2- PG 58H-22 SELECT BACKFlLL 100% COMPACTION NOTES: COMPACTED SAND 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. ADJUST MONUMENT CASE AND COVER NTS NTS PLAN HIGH -STRENGTH CEMENT CONCRETE RAMP WITH DEPRESSED CURB DETAIL NTS - DETECTABLE WARNING SURFACE. SEE WSDOT STD PLAN F-45.10 HIGH -STRENGTH CEMENT CONCRETE 1.5% lYp 8.3% MAX 1" R �..� HIGH -STRENGTH CEMENT CONCRETE CURB AND GUTTER 6 t. 12' r.iy rr r: 12' HIGH -STRENGTH CEMENT CONCRETE CURB DETAIL NOTE: Lengths are continuous based on project requirements. Width is per project requirements. GuideStrip is a non-skid product. Dimension Range (in) B1 0.90-120 62 91 + D-20 Ht 0.18-020 --- n� H2 O.05 Max l I SECTION B-B ISOMETRIC VIEW - PARTIAL - cwc"nc SURIP E SECTION A -A DETECTABLE STRIP DETAIL INSTALL AS PER MANUFACTURERS RECOMMENDATIONS FOUND AT HTTPS://VANGUARDONUNE.COM OR APPROVED EQUAL. MANUFACTURED BY APPROVED, TRAINED INSTALLERS WIDTH OF DETECTABLE WARNING STRIP SHALL BE 1'. SW 43RD ST -EXIST ROW / TRIPLE G HOLDINGS LLC II I 1- PARCEL - 3623049115 � J'C9 6259 - / RIM 16.27' CO 6256 RIM 22.15' I CB IS 255 RIM32421 C8 6254 RIM 2417' ID 3 -- _ - r ! — — —L/ O LU m Y En 10+00 SW 43RD ST 11+00 12+00 13+00 �— 14+00 - Z z Etc^ CB 6263 RIM 1621' CB 6264 _ - a e o 4 O 7513 S 1BOTH ST 17 CITY OF KENT /I • PARCEL - 12537153710060 / 0 10 20 40 60 SCALE IN FEET SW 43RD ST EXIST ROW TRIPLE G HOLDINGS LLC PARCEL - 3623049115 i3.6 5. 4" PVC a �$ 6100 RIM 24.42' m �\ N' �- ui to t%— 43RD ST 16+00 17+00 _ S E 17 2 S,E,W ®CL 6' PVC Ln N ti L o - / LLJ 2 VI E �CD O 18+00 z U 5 S S --- S `— 5 — 5 • a s L>B 5738 RIM 2133' 7835 S 180TH ST GATEWAY SPRINGBOOK LLC PARCEL - 1253710050 0 10 20 40 60 SCALE IN FEET EXIST ROW 1412 SW 43RD ST CPI/AHP RENTON MOB LLC — — — — — PARCEL =3623049110 — — — p c f 00 LJ x O � + 00 SW 43RD ST 20+00 Q N W Z J 1. — 2 H I IE 912 E, 30" CONC (ONCEIE 9.13 W, 30" CONC (UNU ELEV 8 3 0 SUMPELEV 12.5 @ TOPS OF BOTH Sm• n.m rfu 1•f1FR..lf 6 • —� SO D --- 1�` m W uj 22+00 Z N Z 0 F- _ Q _ Z _ r � U S_- r , FC IE 15.3 S,E,W N CL B' PVC 7835 S 180TH ST GATEWAY SPRINGBOOK LLC PARCEL - 1253710050 0 10 20 40 60 SCALE IN FEET SW 43RD ST 1250 SW 43RD ST TRIPLE G HOLDINGS LLC EXIST ROW MP-WALLC PARCEL - 3623049045 PARCEL - 3623049114 A1N PES Riv 24.35 � IE 2245, 4_CPP— C8 5%7 _ _ ---SD---- __ —SD-----SD __—SO-----50-_ _ SD—_---50- m $ a g 2 I— W 00 SW 43RD ST I fn -T— 24+00 25+00 26+00 I A— Z � _ H —5- - S S S S— �—.,,S",-w L 8' PVC 7835 S 180TH ST GATEWAY SPRINGBOOK LLC PARCEL - 1253710050 0 10 20 40 60 SCALE IN FEET 12" O W 2 fn O Lo N m 4E50 I IN 21.9, a K t52 W, 12' CONC ` CS 465E IE t5.1 E. 12• CYF O ° RIM, 27.3E IE 16.1 W, 12" CPP 1200 SW 43RD ST 11 f IE 16.1 E, 12" CMP 7-ELEVEN fn_ 9rf E4963 1001 SW 41ST ST PARCEL - 3623049108 SM #4964 ° LLI RIz3aD' ADVENTURE 2000 LLC AN uts' Q PARCEL - 3623049112 LLII a REDW00020" SOWN 4570 0 J � " EIOST ROW ce 4E72 RIM241AACCQ �, } Co 42339 600 Y2.7 5. 4" IRON STCR TO0 DEEP j N `I - - G� REDW0001E• iC 2t.7 SW, a" IRON — — W CB 48714Y _ i] 'J.,• _ .ul O-C ° V \ CB 4607 - — • RIM 23- r+ Q- O__i_ P -�� O RIM 22.70' — 6 OCl0i a—n— o _ .r,r - - 4 _-���ti-�� M✓1PIY / '.�\ % _� - S _�_ - t. 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T_ , ' . ..•61..'��rt� d`f P Cal I 7 - _ P ce P—Jp—__ P vF.,-/ I (SR 167 OVERPASS BRIDGE) SW w / / _ _ Ujj x / / m En — w o % -' i SEXIST BRIDGE, BACK OF PAVEMENT SEAT Uj N -—`— gM pp 65+00 ! 66+00 67+00 i z z 2 H - B - - WSDOT LIMITED ACCESS ROW ______ F , — — — KENT CITY LIMIT 0 10 20 40 60 SCALE IN FEET EXIST BRIDGE, BACK OF PAVEMENT SEAT \J IFoe 00 pUNDERGROUND WATER rs;-u� ;iAr••: EXIST ROW LURKER FOSI .. .• _ 1 cns •+vr�KBE: WI' _ � = .� o - _ - - IMiOst GROUND ROD w _ - - _ ' ' I - - .._. ._ -- `• ,•\ / _ -� w W io OP• - • �, . _ _ tat - -' d '•�` - _-_ - - 7 CB / . - / - -- - -- _-- --_ /.:✓_ ---- •WSDOT LIMITED ACCESS ROW Uj o—' -- w w -- w' ! w R x ,w 8 w w w mUj —�� W 43RD ST I 6 +00 70+00 $ j _ 71+00 72+00 1 68+00 f o _ zr z, n - --�---� •--e a ` O O_ E`- �, - ,Qp �JG` Jf_ -_-_72 .,j _•_)J~ 74. 75_ ___ - -- •77...71 — . „4NQ HOSt UNDERGROUND GAS KARKER POST' -� 'P �v `UNDERGROUND GAS KENT CITY LIMIT Gj� wKER POST coca' f i IE 12' ADS=8075' 0 10 20 40 60 SCALE IN FEET REVISIONS 20015PLN-ECO1tlwg �C'r S'lKPG FILENAME } CITY OF RENTON DESIGNED BY DATE �,� CONFORMED Public Works Deparlmenl CITY OF RENTON DR 0DATE r o Seattle SW 43RD ST W C/L TO SR 167 RAMPS DRAVvN BY DATE � � : ti 3137 Elliott Avenue, Suite 400 SET f q1 FOR CONSTRUCTION KPF 042025 t-r` 0 Seattle WA 98121 2062867640 -�/ _ CHECKEDBV DATE 4 Tacoma I Wenatchee I KPG.com By pA��1 �� KPG 10+00 0 m ¢ W LLI V) I z 0 z 2E z 0 U / EXIST ROW SW 43RD ST TRIPLE G HOLDINGS LLC PARCEL - 3623049115— g I � STA 14+41.1 1 0.0' RT Uj LuLIj SW 43RD ST F r_-t: — 1 STA 14+41.3 STA 11+50.2 ` 21—"n --4------------------ 13.5'RT STA 12+58.6 7513 S 180TH ST 10 19 268 RT CITY OF KENT PARCEL - 1253710060 Msiiiiiiiia 0 10 20 40 60 SCALE IN FEET 4+60.tn LT 1 1 SW 43RD ST TRIPLE G HOLDINGS LLC EXIST 14+60.4 PARCEL — 3623049115 LT O I O L STA 14+64.4 --- 17.1' LT 1— LLJ LLJ !. _ � 1-T!-'•'ram Ir i �rrr /-i . / ,... • .._�-S', .�.Ib o S`11r443RDST.//////////////////'//Y7H0d////// /////////// /// STAa6+97.9 STK 'F � g 136F RT 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 O1 SAWCUT do 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 10 DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. 19 BEGIN PLANING. SITE PREPARATION & TESC LEGEND REMOVE CONCRETE REMOVE ASPHALT PAVEMENT PLANING BITUMINOUS PAVEMENT 0 CLEARING AND GRUBBING xxxx�xx CURB AND GUTTER REMOVAL L ■ j INLET PROTECTION PER CDR STD PLN 216.30 ---�--- SAWCUT LINE — RIGHT OF WAY LINE — — — — — — CUT LINE (TYP) 7835 S 180TH ST GATEWAY SPRINGBOOK LLC FILL LINE (TYP) STA 17+30.2 PARCEL - 1253710050 28.0' RT 0 10 20 40 60 It SCALE IN FEET REVISIONS 20015PLN-SPO1.d.g ypt.YAA/�` KPG FILENAME O oPY 042025 -� DESIGNED BY DATE lil KFL 042025 ON Seattle DRAWN BY DATE g, .'" ♦ N 3131 Elliot Avenue, Suite 400 KPF 04I2025 /JrR" L rµ�' Seattle WA 98121 205.266.1640 CHECKED BY DATE a Tacoma I Wenatchee I KPG.com �'j�''�' CITNT CONFORMED Y OF REON CITY OF RENTON PubLcNlo4sOcp SET ,apart FORCONSTRUCn0.4 /y /, SW 43RD ST, W C/L TO SR 167 RAMPS BY � DATE)//�/ SITE PREPARATION & TESC PLAN STA 10+00 TO STA 19+00 KPG PROJ. 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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 O1 SAWCUT do REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. U PLANING BITUMINOUS PAVEMENT PER PAVEMENT GRIND DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. EXACT LOCATIONS AND 10 DIMENSIONS SHALL BE VERIFIED IN FIELD NTH ENGINEER. 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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. 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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. 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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 O1 SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. 2O REMOVE CEMENT CONC. SIDEWALK. O3 PRESERVE AND PROTECT. 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IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. PER STANDARD SPECIFICATON 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 PROTEC1ON 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 O1 SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. 2O REMOVE CEMENT CONIC. SIDEWALK. O3 PRESERVE AND PROTECT. O9 PLANING BITUMINOUS PAVEMENT PER PAVEMENT GRIND DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. EXACT LOCATIONS AND 10 DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. 14 REMOVE MEDIAN OR TRAFFIC ISLAND. REMOVE AND RESET LANDSCAPING ROCKS PER ROADWAY PLAN, SHEET 15 27. PRESERVE AND PROTECT EXISTING TREE, SEE SITE PREPARATION & TESC 16 GENERAL NOTE 4. 19 BEGIN PLANING. 20 SAWCUT PER MONOLITHIC CURB DETAIL, SHEET 6. 21 SAWCUT CEMENT CONC. SIDEWALK TO THE NEAREST PANEL PRESERVE AND PROTECT SIGNAL POLE. PROTECT FOUNDATION DURING 23 SIDEWALK EXCAVATION. 25 EXISTING JUNCTION BOX. SEE SIGNALIZATION PLANS, SHEETS 54-57. SITE PREPARATION & TESC LEGEND REMOVE CONCRETE REMOVE ASPHALT PAVEMENT PLANING BITUMINOUS PAVEMENT O CLEARING AND GRUBBING xxxxxxxxx CURB AND GUTTER REMOVAL L ■ { INLET PROTECTION PER CDR STD PLN 216.30 SAWCUT LINE RIGHT OF WAY LINE — — CUT LINE (TYP) — FILL UNE (TYP) CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPS SITE PREPARATION & TESC PLAN STA 54+00 TO STA 63+00 KPG PROJ. No 20015 I SHT 20 OF 77 STA 64+01.2 STA 63+38.2 10 1O STA 64+30.2 STA 65+01.3 _ 39.8' LT 40.8' LT 1 42 LT 1 37.5' LT STA 63+48.4STA 65+30.1 37.9' LT ��ol _ - 43.6' LT 10 EXIST BRIDGE, -- -- BACK OF -- - 9 PAVEMENT SEAT _ STA 53+3ai (SR 167 OVERPASS BRIDGE) I STA 65+01.4 STA 65+2&0 _--- 6+00 I ' 12�! 4 LT 65+00 1aa LT 66+00 341 j 3 LT- 35 3 `JIMT LIMITED - �ACCESS ROW STA 63+49.2 1 EXIST ROW f STA 83+39 ST . LT - - - - - - - 19514 STA:T ® --- -- �KENT CITY LIMIT 0 10 20 40 60 SCALE IN FEET 67+00 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 o SPECIFICATION 1-07.16(6). w 00 3. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN w THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE U) ENGINEER. 4. PRESERVE AND PROTECT ALL EXISTING TREES WITHIN AND ADJACENT Z TO THE PROJECT LIMITS PER TREE PROTECTION DETAIL, SHEET 6. 0 a 5. REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST FEXPANSION JOINT, WITH NO SAWCUTTING. Z 0 U SITE PREPARATION & TESC NOTES -� i 19 STA 70+35.9 * STA 70+7&7 19 54.4' LT n 0 70.6 LT EXIST BRIDGE, BACK OF PAVEMENT SEAT 47 4 STA 70+34.6 BEOM STA 70+79.7 END STA 71t223 70.9' LT 461 LT STA 68+04.5 0 25 STA 71+25.1 25 � 19 42.0' LT 46.2' LT 1 --- - JBOX (2) 3 Z �� 2 STA 67+69.7 O STA 68+65.7 _ •w� - + -" x 19 9 1 _ . _ _ i0 `- _ - _ - '1 - 1. + �. • ? ` , _� -� 420' LT - - - - - / / /1.. / *4 41.5' LT - - POLE 23 _ 1 STA 70+15.6 ; / / ' /�X 37.3' 1T r AP STA'!0+ / 10 _ WSDOT LIMITED 10 /// // i / - 1 STA,70++T51 / ! ACCESS'ROW g2/LJ/- / 1 o -z �_/ < . _ _ _ _ " 1 /-STA,7h+a4{ X/lp wl�yrs1 LTiii/i/////.// /////- � AZ9+53/2:////////////////// /'-AP•STA/70+690' --+` I�Siw4��T,69+A0//// 1 5. 'RT/ /� ///../ii?'/.r�/// �///////if}'j-�'�_ / �.:---'`-__ -- 72+00 0 r///,%i//t///i_//// ///////////1,�L/ / //// /// ///////! STA 1159 /o+ // 25 ////// 14 // / / 1 23 POLE/// _ --------=' / / / / / ,- STA 71+22 5 CD - - _ - - - - 10 STA 70+44a STA69+529 _ 1 BEGIN STA 70+20.8 STA 67+60.4 STA 67+95.2 15J' RT 2 I 11.9' RT 19 120' RT O I&V RT ENO STA 70444.5 KENT CITY LIMIT :7 0 10 20 40 60 SCALE IN FEET ytr TA�j %TE 1TE 121 '025 } Seattle \TE t W 3131 Elk 'A25 /E>t.� _iu0' Seattle V 1TE T�ca1Y I 16.6 RT STA 70+41.2 STA 70+67.7 19 616 RT 1 64 4 c^o Q � o O co K xx xxaxxxrxxx - / I 27.9' RT 19 rEND STA 71+25.7 EXIST ROW 45.6'RT --(j3JBOX IN,.6LSTA 71 50.T RT BEGIN STA 70+91.6 73.0' RT O1 SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. 2O REMOVE CEMENT CONC. SIDEWALK. O3 PRESERVE AND PROTECT. Og PLANING BITUMINOUS PAVEMENT PER PAVEMENT GRIND DETAIL, SHEET 5. PAVEMENT REPAIR PER DETAIL, SHEET 5. EXACT LOCATIONS AND 10 DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. 14 REMOVE MEDIAN OR TRAFFIC ISLAND. 19 BEGIN PLANING. PAVEMENT REPAIR AT BRIDGE PER SECTION DETAIL, SHEET 5. EXACT 22 LOCATIONS AND DIMENSIONS SHALL BE VERIFIED IN FIELD WITH ENGINEER. 23 PRESERVE AND PROTECT SIGNAL POLE. PROTECT FOUNDATION DURING SIDEWALK EXCAVATION. 25 EXISTING JUNCTION BOX. SEE SIGNALIZATION PLANS, SHEETS 54-57. SITE PREPARATION & TESC LEGEND REMOVE CONCRETE REMOVE ASPHALT PAVEMENT PLANING BITUMINOUS PAVEMENT CLEARING AND GRUBBING xxxx`x'xxx CURB AND GUTTER REMOVAL L ■ ( INLET PROTECTION PER CDR STD PLN 216.30 - --�- - SAWCUT LINE RIGHT OF WAY LINE CUT LINE (TYP) -• FILL LINE (TYP) A 10+48.77 .83' LT 10+00 5 SW 43RD ST TRIPLE G HOLDINGS LLC PARCEL=3623049115 11+00 SW 43RD ST 12+00 EXIST ROW 7513 S 180TH ST CITY OF KENT PARCEL - 1253710060 0 10 20 40 60 SCALE IN FEET SW 43RD ST TRIPLE G HOLDINGS LLC EXIST ROW — — — — — — PARCEL - 3623049115 I - - 1 � ,S __T_�_ W — cI - N I - -- 0 z z 0 10 20 40 60 SCALE IN FEET Ln N A' T 5 18+00 10 7835 S 180TH ST GATEWAY SPRINGBOOK LLC PARCEL - 1253710050 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. t' 0 4. FOR SIGNAUZATION IMPROVEMENTS, SEE SHEETS 61-67. m 5. FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. w m 6. FOR CHANNEIJZATION IMPROVEMENTS, SEE SHEETS 70-76. 14F00 1 7, ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE zo PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. a 8. FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 , z z CONSTRUCTION NOTES 0MATCH EXISTING. 10 OADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE - — PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. OADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. / 10 PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. 11 BEGIN PAVING. 15 PAVEMENT OVERLAY PER DETAIL, SHEET 5. N W W 0 191 I� w z J V I= CONSTRUCTION LEGEND U PAVEMENT OVERLAY CEMENT CONC SIDEWALK ® PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) �..�... GRASS (RESTORATION) GRAVEL (RESTORATION) - - - - - - - SAWCUT UNE — — — EXISTING RIGHT OF WAY LINE EXIST ROW N N 1 W W m CD ± F 0 0 SW 43RD ST 9 O m En W W Z H Q 2 0 U 1412 SW 43RD ST CPI/AHP RENTON MOB LLC - - PARCEL=3623049110 - 15 20+00 21+00 _ -G - ___ — Fi- --- ---------------- 7835 S 180TH ST GATEWAY SPRINGBOOK LLC PARCEL - 1253710050 SW 43RD ST TRIPLE G HOLDINGS LLC PARCEL - 3623049045 0 10 20 40 60 SCALE IN FEET 1250 SW 43RD ST ,[EXIST ROW I MP-WALLC 15 PARCEL - 3623049114 S (3) .00 24+00 SW 43RD ST R N 7835 S 180TH ST GATEWAY SPRINGBOOK LLC PARCEL - 1253710050 22+00 C4 N W W x N O \ n 25+00 26+00 N - _ ---_- _- _- W J -- -- - ~ x - - - - - - - - - = - - 0 10 20 40 60 SCALE IN FEET Ln o A' GENERAL CONSTRUCTION NOTES 1. ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER CDR STD PLAN 106 AND 330.7. ADJUST MONUMENT CASE AND COVER PER DETAIL, SHEET 7. 2. CONSTRUCT HMA ROADWAY, C' MENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETA!_S, 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. 0 4. J FOR SIGNALIZATION IMPROVEMENTS, SEE SHEETS 61-67. m 5. FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. w m 6. FOR CHANNELIZATION IMPROVEMENTS, SEE SHEETS 70-76. 7. ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE zo PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. 8. FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 M z z 0 U CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. O5 ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 13 PAVEMENT REPAIR PER DETAIL, SHEET 5. 15 PAVEMENT OVERLAY PER DETAIL, SHEET 5. CONSTRUCTION LEGEND PAVEMENT OVERLAY CEMENT CONIC SIDEWALK ® PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) - - - - - - - SAWCUT LINE - - EXISTING RIGHT OF WAY LINE F1200 SW 43RD ST 7-ELEVEN PARCEL - 3623049108 EXIST ROW 15 STA 28+16.32 1 11 84.78' LT T.I \ cl) 1 > i 2 -. Q W J Q C N w - - w 38 LO CD LO 27+00 SW 43RD ST N 13 - 9a 40 Z J 1 1 -- - - _Irk j N O m LU I z 0 z z 0 U 7979 S 180TH ST 2$ R 2 R INVESTMENTS LLC 38 PARCEL - 3623049086 / KENT CITY LIMIT) STA 28+0 1 11 95.18 RT �m 15 32+00 SW 43RD ST O38 i± M 40 13 9 + 29+00 9 25 38 9 N - 1 ® - 5 13 It87.40n LT 35 1001 SW 41ST ST ADVENTURE 2000 LLC PARCEL - 3623049112 cam_ 0 10 20 40 SCALE IN FEET 33+00 2 / 'STA 28+83.35 44.51' RT 28 1 STA 28+62.30 53. 94.80' RT 1 11 6 60 --IIt - �8009 S 180TH ST - SEBCO INC ATTN JAY AYERS EXIST ROW C PARCEL - 3623049100 0 60 l` 10 20 40 SCALE IN FEET APPR REVISIONS 20015PLNR001.C�q CEP �a•I! (I KPF ADDENDUM 3.HIGH-STRENGTH SIDEWALK CLARIFICATION FILEIJAME KPF ADDENDUM 5- ADJUST STRUCTURE CLARIFICATION DPY DESIGNEDBY 0412025 DATE - 1[1 KFL 0412025 N DRAWN BY DATE KPF CHECKED BY 0412025 DATE 30+00 1 8009 S 180TH ST SEBCO INC ATTN JAY AYERS 2 PARCEL - 3623049100 CONSTRUCTION LEGEND 34+00 z 0 ¢ Z H Z 0 U PAVEMENT OVERLAY GRASS (RESTORATION) CEMENT CONC SIDEWALK GRAVEL (RESTORATION) PAVEMENT REPAIR _ _ _ _ _ - - SAWCUT LINE PAVEMENT REPAIR W1TH GEOTEXTILE FABRIC - - _- EXISTING RIGHT OF WAY LINE PLANTER (RESTORATION) 35+00 04 \ 8041 S 180TH ST SKACEL PROPERTIES LLC U PARCEL - 3623049101 In r W w x N 0 M z x ¢ GENERAL CONSTRUCTION NOTES 1. ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER CDR 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 SIGNAL1ZATlON 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 SPECIFlCALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. S. FOR RAMP GRADING DETALS, SEE SHEETS 53-60 CONSTRUCTION NOTES tO MATCH EXISTING. 2O CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. OCONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. ®CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER CDR STD PLAN 101. O5 ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. O9 ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 10 PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. 11 BEGIN PAVING. 13 PAVEMENT REPAIR PER DETAIL, SHEET 5. O14 ADJUST GAS VALVE CASE AND COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 15 PAVEMENT OVERLAY PER DETAIL, SHEET 5. 16 ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET 7. 25 INSTALL NON-SKID COVER AND ADJUST TO GRADE. CONSTRUCT MODIFIED HIGH -STRENGTH CEMENT CONC. CURB RAMP, 28 COMBINATION AND CEMENT CONC. CURB RAMP, COMBINATION PER DETAIL, SHEET 7 AND WSDOT STD PLAN F-40.14-03 AND CURB RAMP DETAIL SHEETS 53-60. 35 VEHICULAR BOLLARD PER DETAIL, SHEET 6. CONSTRUCT HIGH -STRENGTH CEMENT CONC. CURB RAMP TYPE 37 PARALLEL A PER DETAIL. SHEET 7, W500T STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS 53-60. CONSTRUCT HIGH -STRENGTH CEMENT CONC. CURB AND GUTTER PER 38 DETAIL, SHEET 7. ADJUST KING COUNTY SEWER MANHOLE TO GRADE PER STRUCTURE 40 ADJUSTMENT DETAIL, SHEET 5. CITY OF RENTON ROADWAY PLAN CONFORMED CITY OF RENTON Public Works Department Seattle SW 43RD ST W C/L TO SR 167 RAMPS STA 26+50 TO STA 35+50 3131 Ellian Avenue Suite 400 SET , Seanle WA se41 2062361640 APFR GR CONSTRUCTION Tlac­I vve^+knee 11(PGeom BY ONTEf// ! KPG PRO). No. 20015 SHT 24 OF 77 Ld In r W w x N 0 M z x ¢ GENERAL CONSTRUCTION NOTES 1. ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER CDR 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 SIGNAL1ZATlON 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 SPECIFlCALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. S. FOR RAMP GRADING DETALS, SEE SHEETS 53-60 CONSTRUCTION NOTES tO MATCH EXISTING. 2O CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. OCONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. ®CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER CDR STD PLAN 101. O5 ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. O9 ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 10 PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. 11 BEGIN PAVING. 13 PAVEMENT REPAIR PER DETAIL, SHEET 5. O14 ADJUST GAS VALVE CASE AND COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 15 PAVEMENT OVERLAY PER DETAIL, SHEET 5. 16 ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET 7. 25 INSTALL NON-SKID COVER AND ADJUST TO GRADE. CONSTRUCT MODIFIED HIGH -STRENGTH CEMENT CONC. CURB RAMP, 28 COMBINATION AND CEMENT CONC. CURB RAMP, COMBINATION PER DETAIL, SHEET 7 AND WSDOT STD PLAN F-40.14-03 AND CURB RAMP DETAIL SHEETS 53-60. 35 VEHICULAR BOLLARD PER DETAIL, SHEET 6. CONSTRUCT HIGH -STRENGTH CEMENT CONC. CURB RAMP TYPE 37 PARALLEL A PER DETAIL. SHEET 7, W500T STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS 53-60. CONSTRUCT HIGH -STRENGTH CEMENT CONC. CURB AND GUTTER PER 38 DETAIL, SHEET 7. ADJUST KING COUNTY SEWER MANHOLE TO GRADE PER STRUCTURE 40 ADJUSTMENT DETAIL, SHEET 5. CITY OF RENTON ROADWAY PLAN CONFORMED CITY OF RENTON Public Works Department Seattle SW 43RD ST W C/L TO SR 167 RAMPS STA 26+50 TO STA 35+50 3131 Ellian Avenue Suite 400 SET , Seanle WA se41 2062361640 APFR GR CONSTRUCTION Tlac­I vve^+knee 11(PGeom BY ONTEf// ! KPG PRO). No. 20015 SHT 24 OF 77 Ld cV -- I,.I W x GO 0 m M 1n W z J x U Q 36+00 +00 EXIST ROW c 37+00 800 SW 43RD ST IKEA NORTH AMERICA SERVICES L PARCEL — 3623049113— — — — + SW 43RD ST 8301 S 180TH ST HILL FAMILY II LLC PARCEL — 3623049005 0 10 20 40 60 SCALE IN FEET 800 SW 43RD ST IKEA NORTH AMERICA SERVICES PARCEL — 3623049113 J, P P 42+00 SW 43RD ST tV tPl EXIST ROW 502 /' 43+ 8441 S 180TH ST GENUINE PARTS CO PARCEL — 3123059129 1A 0 10 20 40 60 SCALE IN FEET CONFORMED r o Seattle SET A' _ ti 313t Elliott Avenue, Swie 400 '�'/ Seattle WA 96121 2062861640 0,• Tx I %%MlCh g I KPQCom - 4 — 800 SW 43RD ST IKEA NORTH AMERICA SERVICES PARCEL — 3623049113 3 10 :_-:-.._-. r 6 40+00 GENERAL CONSTRUCTION NOTES 1. ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER CDR 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. 0 4. FOR SIGNAUZATION IMPROVEMENTS, SEE SHEETS 61-67. J W m 5. FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. W N 6. FOR CHANNEUZATION IMPROVEMENTS, SEE SHEETS 70-76. 7. ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE zo PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. a 8. FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 z E_ z U U CONSTRUCTION NOTES O3 CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. O5 ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. OQ ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 10 PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. 13 PAVEMENT REPAIR PER DETAIL, SHEET 5. 15 PAVEMENT OVERLAY PER DETAIL, SHEET 5. 16 ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET 7. OADJUST KING COUNTY SEWER MANHOLE TO GRADE PER STRUCTURE o ADJUSTMENT DETAIL, SHEET 5. - 45 co w x 0 CD Lo Q N z J CONSTRUCTION LEGEND _ PAVEMENT OVERLAY CEMENT CONC SIDEWALK �.J PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) - - - - - - - SAWCUT UNE — — — EXISTING RIGHT OF WAY UNE GENERAL CONSTRUCTION NOTES Lo N I- w w x N 0 CD w z J H Q �► rEXIST ROW - I 1 46+00 SW-43RD ST 47+00 8621 S 180TH ST KNUDSON INVESTMENTS LLC 18 (2) 10 PARCEL - 3123059121 0 10 20 40 60 LT 0 1 STA 50+10.29 55.24' LT 7. 2 1 STA 50+06.36 51.53 LT 50+00 SW 43RD ST KENT CITY LIMIT-/ 1 N IL. 9 STA S m 48+00 49+00 SCALE IN FEET CONSTRUCTION LEGEND +79.23 1 11 PAVEMENT OVERLAY GRASS (RESTORATION) LT DCEMENT CONIC SIDEWALK GRAVEL (RESTORATION) 1 PAVEMENT REPAIR - - - - - - - SAWCUT LINE �' 18 (WATER) PAVEMENT REPAIR WITH GEOTEXTILE FABRIC - _- - EXISTING RIGHT OF WAY LINE PLANTER RESTORATION STA 50+99.89 35 (RESTORATION) 45.09 LT 4208 LIND AVE SW ZV COMPANY INC 10 5 \ 28 PARCEL - 3926800010 EXIST ROW 2 40 19 51+00 52+00 RT STA 50+75.8 58.47' RT 1 x 53+00 SW 43RD ST / 2 8815 S 180TH ST 5 BHALA V INC 18129 EAST VALLEY HWY S SARBAT DA PARCEL - BHALA 9097 ORILLIA STATION SHOPPING CE PARCEL - 3123059033 0 10 20 40 60 SCALE IN FEET -RD01 Ewg �� , ., KPG E 0412025 .D BY DATE In 0412025 Seattle Avenue, Suile 400 3V DATE 042025 a� 'J��h, S.'�'` , `TL ti 3131 EI6on Sealtle WA98121 20628616 D BY DATE A 7­ I VWbn t0c I NPG.0 r\ w w x 0 L0 H U) LLj x Q 1. ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER CDR 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 CHANNEUZA11ON 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 O1 MATCH EXISTING. O2 CONSTRUCT CEMENT CONC. SIDEWALK PER CDR STD PLAN 102. O3 CONSTRUCT CEMENT CONIC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. 4O CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER CDR STD PLAN 101. O5 ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. O9 ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 10 PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. 11 BEGIN PAVING. 13 PAVEMENT REPAIR PER DETAIL, SHEET 5. ADJUST GAS VALVE CASE AND COVER TO GRADE PER STRUCTURE ADJUSTMENT 14 DETAIL, SHEET 5. 15 PAVEMENT OVERLAY PER DETAIL, SHEET 5. 18 ADJUST UTILITY STRUCTURE TO GRADE PER DETAIL, SHEET 5. INSTALL WATER VALVE COVER PER CDR STD PLAN 330.7 IN PLACE OF MANHOLE 19 COVER. ADJUST TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. CONSTRUCT HIGH -STRENGTH CEMENT CONIC. CURB RAMP TYPE PARALLEL B PER 27 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 28 AND CEMENT CONC. CURB RAMP, COMBINATION PER DETAIL, SHEET 7 AND WSDOT STD PLAN F-40.14-03 AND CURB RAMP DETAIL SHEETS 53-60. 35 VEHICULAR BOLLARD PER DETAIL, SHEET 6. 38 CONSTRUCT HIGH -STRENGTH CEMENT CONIC. CURB AND GUTTER PER DETAIL, SHEET 7. ADJUST KING COUNTY SEWER MANHOLE TO GRADE PER STRUCTURE ADJUSTMENT 4D DETAIL, SHEET 5. GENERAL CONSTRUCTION NOTES 330 SW 43RD ST S & J YEN LLC EXIST ROW 10 3 15 PARCEL - 3926800020 co w w 2 0 V) z J U H W 0 w En 0 0 z z U U - 55+00 u t 8819 S 180TH ST ORILLA STATION LOT 2 LLC PARCEL - 3123059167 59+00 2 ` 24 2 STA 1 69.14RT STA 59+38.25 106,44' RT A 4201 EAST VALLEY RD EAST VALLEY PETULA LLC 5 5 PARCEL - 3926800030 STA 56+29.92 11 27.62' LT STA 57+06.69 27.60' LT ---o95 rs 56+00 SW 43RD ST 57+00 58+00 7" 4 9 5 14 8829 S 180TH ST BOILEAL PROPERTIES SOUTHCEN PARCEL - 3123059166 0 10 20 40 60 SCALE IN FEET 2 g 1 37 ' 0 12 39 4 26 24 4 �� 8 � 1 V O ,Q� 8 21 42 1 - - 37 = 2 --- - / 21 89' LT 12 SW 43RD ST W PAVING STA LP 60+00®STA 6 3i2 fA 59+80.38 1 11 i.59' RT 1 - c• ,Qy �o ?+37A7 - LT 61+00 i P 0 10 20 40 60 r SCALE IN FEET i1.a,,g Or 0412025 Y DATE L _ 0412025 r � Seattle DATE ,. '' _ l 3131 EI6Ave- ott Ave, Suile 400 0412025 ��Seanle WA 93121 206205 tE l" DATE •` Q �� Tacoma I We-kh- I KPG c, RVA 18015 EAST VALLEY HWY S CHEVRON SERVICES CO PARCEL - 3123059118 O w m w w 1n i z 0 z z 0 U \J 4 4242 EAST VALLEY RC NAKA PROPERTIES L L C PARCEL - 3123059114 43 cli ` w w o (n w z J 62+00 6 CONSTRUCTION LEGEND L PAVEMENT OVERLAY /- CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) N SAWCUT LINE - - - EXISTING RIGHT OF WAY LINE a 1. ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER CDR 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 SIGNAUZATION IMPROVEMENTS, SEE SHEETS 61-67. 5. FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. 6. FOR CHANNEUZAT10N 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 O MATCH EXISTING. O CONSTRUCT CEMENT CONIC. SIDEWALK PER CDR STD PLAN 102. OCONSTRUCT CEMENT CONIC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. 4O CONSTRUCT CEMENT CONIC. PEDESTRIAN CURB PER COR STD PLAN 101. O5 ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. O6 ADJUST SANITARY SEWER MANHOLE TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. OCONSTRUCT CEMENT CONIC. CURB RAMP TYPE PERPENDICULAR B PER WSDOT STD PLAN F-40.15-04. ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 10 PAVEMENT REPAIR WITH GEOTEX11LE FABRIC PER DETAIL, SHEET 5. 11 BEGIN PAVING. 12 INSTALL MOUNTABLE CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F10.12-04. 13 PAVEMENT REPAIR PER DETAIL, SHEET 5. ADJUST GAS VALVE CASE AND COVER TO GRADE PER STRUCTURE ADJUSTMENT 14 DETAIL, SHEET 5. 15 PAVEMENT OVERLAY PER DETAIL, SHEET 5. 17 ADJUST MONITORING WELL CASE AND COVER TO GRADE PER DETAIL, SHEET 5. 18 ADJUST UTILITY STRUCTURE TO GRADE PER DETAIL, SHEET 5. O21 CONSTRUCT HIGH -STRENGTH CEMENT CONC. MONOLITHIC CURB PER SIDEWALK DETAIL, SHEET 6. 24 CONSTRUCT 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. 26 RESET ROCK LANDSCAPING TO FINISHED GRADE. CONSTRUCT MODIFIED HIGH -STRENGTH CEMENT CONIC. CURB RAMP, COMBINATION 28 AND CEMENT CONC. CURB RAMP, COMBINATION PER DETAIL, SHEET 7 AND WSDOT STD PLAN F-40.14-03 AND CURB RAMP DETAIL SHEETS 53-60. 35 VEHICULAR BOLLARD PER DETAIL, SHEET 6. 36 DETECTABLE STRIP PER DETAIL, SHEET 7. CONSTRUCT HIGH -STRENGTH CEMENT CONC. CURB RAMP TIDE PARALLEL A PER 37 DETAIL, SHEET 7, WSDOT STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS 53-60. CONSTRUCT CEMENT CONIC. MONOLITHIC CURB PER MONOLITHIC CURB AND 39 SIDEWALK DETAIL, SHEET 6. 42 ADJUST KING COUNTY SEWER MANHOLE TO GRADE AND INSTALL NON-SKID COVER. 43 CONSTRUCT HIGH -STRENGTH CEMENT CONC. SIDEWALK PER DETAIL, SHEET 6. GENERAL CONSTRUCTION NOTES N w w x 0 rM (% z J H 15 IS 10 STA 65+30.15 ►� 1 ti STA 63+38.17 10 _ _ _ _ __ 5 3243.5T LT 1 11 37_48' LT _ - - EXIST BRIDGE, - _ BACK OF �r� - \ PAVEMENT SEAT � N SW 43RD ST (SR 167 OVERPASS BRIDGE) - / _I STA 65+26.09 1 11 •00 - 64+00 65+00 20.24' LT 66+00 111 ESTA 63+39.05 S LT r e - WSDOT LIMITED / ACCESS ROW 0 10 20 40 60 SCALE IN FEET EXIST BRIDGE, BACK OF PAVEMENT SEAT L T- - blExx7C I 0 i9.74 1 11-------------- - - - - ----- -------- - '- - 15 00 SW 43RD ST 69+00 - 70+00- J ` o a C. TA 70+35.89 1 `Z 4.41' LT. u N Z r67+6O.37 G STA 67+62.46 10 2 �xa_) .- CONSTRUCTION LEGEND OO ------- KENT CITY LIMIT PAVEMENT OVERLAY CEMENT CONIC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) 0 10 20 40 60 SCALE IN FEET 3K] M. p Seattle 3131 EIIo tt AV, .." A, ra�oma I wen II 1 1 13 I I 31 I KENT CITY LIMIT STA 70+ 1 i O r -r72 71+00 67+00 STA 71+25.08 1 11 46.24' LT EXIST ROW _��' _ \- 7 � WSDOT LIMITED ACCESS ROW BEGIN PAVING STA 71+23.43 STA 71+22.72 1 11 / 19.78' RT _ -- IV 42.81 RT ' 8 2 -_ 59- 1. ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER CDR 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. B. FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 O MATCH EXISTING. O2 CONSTRUCT CEMENT CONC, SIDEWALK PER CDR STD PLAN 102. O3 CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. O4 CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. O5 ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. OCONSTRUCT CEMENT CONIC. 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. OADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 10 PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. 11 BEGIN PAVING. 12 INSTALL MOUNTABLE CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F10.12-04. 13 PAVEMENT REPAIR PER DETAIL, SHEET 5. 15 PAVEMENT OVERLAY PER DETAIL, SHEET 5. 16 ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET 7. 18 ADJUST UTILITY STRUCTURE TO GRADE PER DETAIL, SHEET 5. O21 CONSTRUCT HIGH -STRENGTH CEMENT CONIC. MONOLITHIC CURB PER SIDEWALK DETAIL, SHEET 6. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER DETAIL 24 SHEET 7, WSDOT STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS 53-60. CONSTRUCT CEMENT CONC. SINGLE DIRECTION CURB RAMP TYPE A PER 29 WSDOT STD PLAN F-40.16-03. 31 CONSTRUCT HMA TRANSITION RAMP PER DETAIL, SHEET 5. O32 CONSTRUCT PAVEMENT REPAIR AT BRIDGE PER DETAIL, SHEET 5 AND HMA JOINT DETAIL AT BRIDGE END PER WSDOT STD PLAN A-40.20-04. 33 REPLACE CEMENT CONIC. TRAFFIC CURB TYPE C PER WSDOT STANDARD PLAN GD-1. CONSTRUCT CEMENT CONC. MONOLITHIC CURB PER MONOLITHIC CURB AND 39 SIDEWALK DETAIL, SHEET 6. 50 SW 43RD CL STA 10+00 TO STA 14+50 HORIZ: 1" = 20 VERT: 1" = 10 50 40 + 40 ^ + Y t ch." A < 30 .+ " a < -C n 0 '^ " S "1 dl" 30 rn u g 4n " a d 1.79% 1.16% 0.65% s a 2.81% 20 a II 4.06% 20 4.86% 10 EXISTING GROUND 10 AT CONSTRUCTION PROPOSED GROUND AT CONSTRUCTION 0 wg m - 10+00 11+00 12+00 13+00 14+00 14+50 SW 43RD CL STA 14+50 TO STA 19+00 HORIZ: 1" = 20 VERT: 1"= 10 50 50 40 c4 lV �_ o lV N_ 40 " " " y" N" �M 30 30 a 9L -ass% -os2z oso% - - - - 20 � EXISTING GROUND 20 AT CONSTRUCTION PROPOSED GROUND AT CONSTRUCTION 10 10 0 - 0 If. 14+50 15+00 16+00 17+00 18+00 19+00 NO DATE BY APPR REVISIONS 20015PROF-RDOt tlwg yy,f 1 A,1� ,� / F Kp FILENAME DPy o41025 .� CITY OF RENTON CITY OF RENTON ROADWAY PROFILES CONFORMED s Public Works Department DESIGNED BY DPV DATE 042025 l(1 } p �V Seattle SET 3131 EllioO Avenue, Sw[e 400 SW 43RD ST W C/L TO SR 167 RAMPS STA 10+00 TO STA 19+00 DRAWN BY KPF DATE 0412025 .."' �p R""u `�` A Seattle, WA 96121 2062861640 R CONSTRUCTION I 29 �7 CHECKED BY DATE A �� Tacoma I Wenatchee I KPG.com By DATE /i 2 KPG PROJ No 20015 SIT OF SW 43RD CL STA 19+00 TO STA 23+00 HORIZ: 1" = 20 VERT: 1" = 10 50 50 40 + 40 u - II 30 30 a -0.50% 20 20 EXISTING GROUND AT CONSTRUCTION 10 PROPOSED GROUND 10 AT CONSTRUCTION 0 � M R w6 19+00 20+00 21+00 22+00 23+00 SW 43RD CL STA 23+00 TO STA 26+50 HORIZ: 1"= 20 VERT: 1" = 10 50 50 40 40 � N n < 30 _ ` H p `^ p s 30 s a a 0.50% I —0.46x 20 20 EXISTING GROUND AT CONSTRUCTION � 10 PROPOSED GROUND 10 AT CONSTRUCTION 0 0 w1 23+00 24+00 25+00 26+00 26+50 NO DATE BY APPR REVISIONS - 20015PROF-R001 tlwg FILENAME DPY 042025 vtr YAA/ I„ CONFORMED CITY OF RENTON CITY OF RENTON ROADWAY PROFILES - DESIGNED BY DATE Public Works Department STAI9+OOTOSTA26+50 DPY o42025 nr N S 3atEI' Avenue, SURe 400 SET SW 43RD ST W C/L TO SR 167 RAMPS DRAWN BY KPF DATE 042025 y , lW �.1 C' tY �� ott Seattle, WA 96121 206.286.1640 App OR CONSTRUCTION / 1 / KPG PROJ No 20015 SHT 30 OF �� CHECKED BY DATE a Tacoma I Wenatchee I KPG.wm By DA y� SW 43RD CL 3 STA 26+50 TO STA 31+00 HORIZ: V = 20 VERT: 1"= 10 C^ U< r'm I g � < g mo + T go -' It N H Y < n 30 30 N o d < 11 -0.53% -0.45% 1 1 20 20 EXISTING GROUND AT CONSTRUCTION q 10 PROPOSED GROUND 10 AT CONSTRUCTION Q Q 00 ^� ^ N Z i 26+50 27+00 28+00 29+00 30+00 31+00 SW 43RD CL STA 31+00 TO STA 35+50 HORIZ: 1"= 20 VERT: 1" = 10 50 50 40 " ^a m 40 N G Lid Q PROPOSED GROUND n 71 AT CONSTRUCTION 11 T N A • 30 EXISTING GROUND 30 AT CONSTRUCTION H it rn II y Y a a a 1 -0.20x -0.35% -0.04x 20 20 10 10 0 0 I I 31+00 32+00 33+00 34+00 35+00 35+50 NO DATE BY APPR REVISIONS 20015PROF=RD01.d.g FILENAME F VA'�f, ` �- KPG � CONFORMED CITY OF RENTON CITY OF RENTON ROADWAY PROFILES DESIGNED BY DATE ,� P�blc Works Dapamm�n: STA 26+50 TO STA 35+50 DR DATE 0DATE N Seattle Seat Elliott Avenue, Suite206286 SET SW 43RD ST W C/L TO SR 167 RAMPS 1 DRAWN BY KPF DDAT—E t�' ���Ml Seattle, A98121IWenatc 2062Sfi 1fi40 FOR APE+17. 211* CONSMUC710N 31 77 CHECKED BY DATE ,� p• Tacoma I Wenatchee I KPG cam — BY DATFj/ ✓ KPG PROJ No 20015 SHT OF SW 43RD CL STA 35+50 TO STA 40+50 HORIZ: 1" = 20 VERT: 1" = 1 D 50 50 40 40 of +I y 30 30 F� S fl d d 0'� —0.35X 20 20 EXISTING GROUND AT CONSTRUCTION li 10 10 PROPOSED GROUND AT CONSTRUCTION 0 �� wl ruN I 35+50 36+00 37+00 36+00 39+00 40+00 40+50 SW 43RD CL STA 40+50 TO STA 45+00 HORIZ: 1" = 20 VERT: 1"= 10 50 50 40 ,� o 40 ao N� 30 � p r 30 CAit yn yp n 0.32% 0.14% I —0.62% —0.37% 20 20 EXISTING GROUND AT CONSTRUCTION li 10 10 PROPOSED GROUND AT CONSTRUCTION 0 R$a T-3 40+50 41+00 42+00 43+00 44+00 45+00 NO DATE BY APPR REVISIONS 20015PROF-R001 dwg FILENAME OPY 042025 �b� l,y4j f1. - _� KPG CONFORMED CITY OF RENTON CITY OF RENTON ROADWAY PROFILES DESIGNED BY DATE IA Public Works Deparlment STA 35+50 TO STA 45+00 DR 042025 r Seattle SET SW 43RD ST W C/L TO SR 167 RAMPS DRAWN BY KPF DATE 042025 ., _♦ - ''�Jl�. 0 ^1I 1 3131 Elliott Avenue, Suite 400 Seattle WA 9B121 206 286 1640 AP FOR /� CONSTRUCTION 1 32 �7 CHECKED BY DATE 1 p • Tacoma Wenatchee KPG.com I I ev. DA,/� , / J KPG PROJ. No 20015 SHT OF 50 40 K 20 10 0 w o 45+00 50 40 30 20 PROPOSED GROUND AT CONSTRUCTION 10 EXISTING GROUND AT CONSTRUCTION 0 A w1 49+50 50+00 p p ^n yu € s a -019i SW 43RD CL STA 45+00 TO STA 49+50 HORIZ: 1" = 20 VERT: 1"= 10 0 o, "o N II s.� aw nH . 46+00 47+00 48+00 SW 43RD CL STA 49+50 TO STA 54+00 HORIZ: 1" = 20 VERT: V = 10 PROPOSED GROUND AT CONSTRUCTION (� 3-0 EXISTING GROUND AT CONSTRUCTION 20 10 Q �N �F 49+50 49+00 N 771 p N II Y 9 tl !1 11 < < < n Oil C tl y11 HII S J 1 J a OS. Lls. W 272 -O.O6Z -0.25Z 0.21% 1 51+00 52+00 53+00 50 40 30 20 10 0 �r. 54+00 "'r Y4.1 !, �,� p " = ti ,f y a �� K CONFORMED SET v�} CITY OF RENTON Public Works Department APPR POR CONSTRUCTION / BY / -TI/ CITY OF RENTON SW 43RD ST W C/L TO SR 167 RAMPS ! ROADWAY PROFILES STA45+OOTOSTA54+00 REVISIONS 20015PROF-RD01 tlwg FILENAME DESIGNED BY DATE 042 DPY 025 Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 90121 2D5205164D DRAWN BY DATE KPF 042025 CHECKED BV DATE Tacoma I Wenatchee I KPG.cam KPG PROJ No 20015 SHT 33 OF 77 SW 43RD CL STA 54+00 TO STA 58+50 HORIZ: 1"= 20 VERT: 1" = 10 50 50 40 CR 40 PROPOSED GROUND �P n un 11 30 AT CONSTRUCTION N 30 it Oil EXISTING GROUND s s s AT CONSTRUCTION � -� a W 0.20X a 0.13X 0-48% t C.41X 20 20 10 10 yy�� N wy 54+00 55+00 56+00 57+00 58+00 58+50 50 PROPOSED GROUND 40 AT CONSTRUCTION I + EXISTING GROUND AT CONSTRUCTION u " 30 20 10 0yy XO N w�565D 59+00 c � L d 0.39% ---------------- 60+00 SW 43RD CL STA 58+50 TO STA 63+00 HORIZ: 1" = 20 VERT: 1" = 10 I 61+00 n 62+00 50 40 20 10 0 n 63+00 REVISIONS 20015PROF-R001,tlwg r V V AAI. ,j, o o ' �� ti f�J� �� A. KpG ® CONFORMED SET .-} CITY OF RENTON =T�:. Public Works Department APPR OR CONSTRUCTION J Bv: DATI / 27 CITY OF RENTON SW 43RD ST W C/L TO SR 167 RAMPS r '� ROADWAY PROFILES STA54+OOTOSTA63+00 FILENAME DPY 042025 DESIGNED BY DATE DPY 0412025 Seattle 3131 Elliott Avenue, Suite 400 Seattle WA98121 2062Bfi1fi40 DRAWN BV DATE DR 042025 .KP CHECKED BY DATE Tin—t I W"IJfee I NPG.— 34 77 KPG PROJ No 20015 SHT OF PROFILE FOR STA 63+00 TO 67+50 NOT INCLUDED, SEE ROADWAY PLANS U d Sr U < SW 43RD CL STA 67+50 TO STA 72+00 HORIZ: 1"= 20 VERT: 1" = 10 I 3X g g lnllnlA Q + TQO 'nil 'twig EXISTING GROUND � 00 gl $+�. o +, N AT CONSTRUCTION g II 11 d nS. go 90 c n x 8 �+ o a S n S ' II 4.27% 3.80X - - - - - - - Ld a !V + d 4. .927E BO 80 ± � S n 5 58% iO I (A u CL Ed 6.27% r /^ N 6.827E PROPOSED GROUND sn n a AT CONSTRUCTION 70 70 � 7.03% 7.72% 60 60 50 50 x, � �� m s� mlN51 m mme n� mL �F F, 67+50 68+00 69+00 70+00 71+00 72+00 NO, DATE BY APPR, REVISIONS 20015PROF-RD01.tlwg FILENAME DPY 0412025 .;iT 1,i Al / i �' K .� CONFORMED CITY OF RENTON CITY OF RENTON ROADWAY PROFILES DESIGNED BY DATE u1 Public Wotks Department STA 63+OOTOSTA 72+00 DPY 0412025 o " cV !,�<t,�, Seattle 3131 Elliott Avenue, Suile 400 SET SW 43RD ST W C/L TO SR 167 RAMPS DRAWN BY KPF DATE 042025 _.� ~`\ Seattle WA96121 2062861640 APPRO �� R CONSTRUCTION I 35 77 CHECKED BY DATE A Tacoma I Wenatchee I KPG.com BY DATE/1•s �— KPG PROJ No. 20015 SHT �F 10+00 Rik, 1E:% 11+00 SW 43RD ST TRIPLE G HOLDINGS LLC PARCEL — 3623049115 I er= , — — — — — — — r'w-r`-`°ram— a L '^ 12+00 EXIST ROW — 13+00 14+00 SW 43RD ST 7513 S 180TH ST CITY OF KENT PARCEL — 12537153710060 / 0 10 20 40 60 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 MATH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON SM 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/O'iSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED APE FOR T1+ CENTER OF THE DRAINAGE STRUCTURE. 7. TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON —RECYCLED MATERIAL AND FOLLOW CDR 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 WM LPA AT LPA.TEAM®KING000NTY.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 Q CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE ® SO CB STRUCTURE NUMBER SW 43RD ST TRIPLE G HOLDINGS LLC PARCEL - 3623049115 EXIST ROW �O - � — „ ,- cI GC• RV � cC - M w x En uj x cn o d- 1 60_ 16+00 17+00 r en Z — — — — SW 43RD-ST— c, r— J e Fo Fc — - 17i SE,�'• 6 CL E PVC FC 0 10 20 40 60 Ko SCALE IN FEET 0 18+00 19 7835 S 180TH ST GATEWAY SPRINGBOOK LLC PARCEL - 1253710050 cn w z J H 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 OTHERVSE 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.DO 5. ALL NEW CATCH BASINS MALL 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/ONSET 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. B. 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, MEET 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®KING000NTY.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 p CB TYPE 1 Q (i) CB TYPE 2 —� STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE ® SD CB STRUCTURE NUMBER GENERAL STORM DRAINAGE NOTES 1412 SW 43RD ST r <: 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE — — EXIST ROW CPI/AHPARCE RENTON 362 MOB LLC — — — — — ; — — — WATER STANDARD PLAN NOTES. PARCEL - 3623049110 3 g — � _ — 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. - - w _-.� -� �'' M 4. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR _ - PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: Uj ui _ - 1 1 r �-� N A. TYPE 1 - RENTON STD. PLAN 200.00 v' —�- — _ o B. CONCRETE INLET - RENTON STD. PLAN 200.30 CD + C. TYPE 2 - RENTON STD. PLAN 201.00 rn 00 20+00 — — _ 21+00 N 22+00 M _ t ¢ 5. ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE N FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD z SW 43RD ST_ z 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 — -- - _ Q 6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED s -- — - s so— r ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7. TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION :. I. :� _ F_ ;� -D � SHALL BE MADE OF NON -RECYCLED MATERIAL AND FOLLOW COR STD ,E PLAN 220.20. S. NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT 7835 S 180TH ST AS APPROVED BY THE CITY/ENGINEER. SEE DETAIL, SHEET 50 GATEWAY SPRINGBOOK LLC PARCEL - 1253710050 9. CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING U11UTIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10. CONTACT KING COUNTY WTD LPA AT LPA.TEAMOKING000NTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION 0 10 20 40 60 WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A SCALE IN FEET KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. 35 SI TYPE 1 2 35 Sil. STORM DRAINAGE NOTES 21+33.54, 27.45' RT- RIM 24.34 IE OUT 20.06 (12"N) CB TYPE 2-48" lO INSTALL CB TYPE 2-48' PER RENTON STD PLAN 201.00. 30 FG AT STA 21+33,52, 26.19' LT 1 30 - PIPE Z RIM 24.29 O2 INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. IE IN 19.52 (12"S) EG AT IE OUT 15.16 (12"N) O3 CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. 25 PIPE 25 CONTACT KING COUNTY WTD LPA AT LPA.TEAMOKING000NTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION OWITHIN 50 FEET OF KING COUNTY WASTEWATER / METRO SEWER LINE. A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE 54 LF 12' SD S=1.01X EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE 20 _ --1f-12" 50 S=2.10% 20 SEWER LINE. VERti1CAL BEND e D 15 2 LF 12' SO S=115.14% 15 3 STORM DRAINAGE LEGEND _- CB TYPE 1 w 0 CB TYPE 2 10 19, 10 TEE CONNECTION IE IN 12.68 (12-S) t J — }- — STORM PIPE WITH DIRECTION OF FLOW • EXISTING STORM PIPE 5 3 u 5 a ® SD CB STRUCTURE NUMBER p CB 2 TO EXIST 36-IN. MAIN PROFILE S 180TH ST HOR: i =40' VER: t =10' REVISIONS 20075PLNSD01.dwg <E'y , N'� FILENAME CITY OF RENTON STORM DRAINAGE PLAN &PROFILES 5 S 04015 � CONFORMED CITY OF RENTON DESIGNED BY DATE Public Works Department 5JW 042625 4 pN Seattle SW 43RD ST W C/L TO SR 167 RAMPS STA 19+00 TO STA23+00 DRAWN BY DATE ry 3131 Elliot Avenue, Suite 400 SET f � i APP O ONSTRUCTION SJW 042025 �41.Y�• 10 Seattle WA98121 20&286.1540 // �1 CHECKED BY DATE A. T4tOnn� I Winwich- I INllaaal By. pptE:� •Q�J KPG PROJ No 20015 SHT 38 OF 77 00 f+] w x VI 0 0 CQ Cn z J x F- SW 43RD ST TRIPLE G HOLDINGS LLC PARCEL - 3623049045 �EXIST ROW -00 24+00 25+00 1250 SW 43RD ST MP-WALLC PARCEL - 3623049114 26+00 SW 43RD ST ow, IE i 5 E,Y; P C- 8 FII, k 7835 S 180TH ST GATEWAY SPRINGBOOK LLC PARCEL - 1253710050 I 0 10 20 40 60 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: w N A. TYPE 1 - RENTON STD. PLAN 200.00 o B. CONCRETE INLET - RENTON STD. PLAN 200.30 + C. TYPE 2 - RENTON STD. PLAN 201.00 04 a 5. ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE N FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR z PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. = U 6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PRONDED ARE FOR T1HE CENTER OF THE DRAINAGE STRUCTURE. 7. TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON -RECYCLED MATERIAL AND FOLLOW CDR 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.TEAMOKING000NTY.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 Q 4) CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE ® SO CB STRUCTURE NUMBER 1200 SW 43RD ST 7-ELEVEN PARCEL - 3623049108 � '4FLl, lZ~', 'i \ -W�:•, r w 4'PoV_R- - f EXIST ROW IE_2.1��1. 5.�. t ~. w w x + . .... .... -�— rc C--�� - - - - - - -'----IF 1i., `:.NE a CI d- FVC Fv >-,. - - c mEr FR7979 S 180TH ST ��I esF�Petu,E-' 2 R INVESTMENTS LLC KENT CITY LIMIT PARCEL - 3623049086 _i- w W Y Q Q O 1001 SW 41ST ST 1 ' ADVENTURE 2000 LLC 3623049112 .. 'E-i4_, l2. PARCEL - .. ... -��. r,�• , .. .. .... �.• ;co.CD + - N CD •-•� /:. JAI .. I ' _ +�_ '30+00 �I I'nII 11rtI1IIr �rI.':, .`}ou+}}• - i+>w _ •�'� tY SD- 111111II IIJ r` UU111t .•ai r\ _ a . � J�• _- 8009 S 180TH ST -'1 4 SEBCO INC ATTN JAY AYERS --- _ PARCEL - 3623049100 I' M•?i4 aC, I = }= 0 10 20 40 60 N, SCALE IN FEET 35 30 25 20 15 10 5 0 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 w 5. ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE _ = FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD _Y- N PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR a PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE 31.M 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. w 7. TYPICAL TRENCH AND BACKALL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON -RECYCLED MATERIAL AND FOLLOW CDR STD PLAN 220.20. _ - a 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.TEAMGKING000NTY.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 TYPE 1 4 STA 30+70.94, 26.82 LT RIM 21.97 IE OUT 18.87 (12"S) - - CB TYPE 1 3 FIG AT STA 30+71.02, 27.39 RT PIPE i RIM 22.07 IE IN 18.33 (12'N) EG AT IE OUT 18.32 (12"S) — 12" SO S=1.02% 45' VERTICAL BEND ; —%4 LF W SO S-100.97% 114.28(12-N) ONt 1 l CEI 4 TO EXIST 54-IN. MAIN PROFILE (SW 43RD ST) HOR: 1'=40' VER: 1"=10' STORM DRAINAGE NOTES 35 O2 INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. O3 CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. 3-0 EQUIP STRUCTURE WITH RECTANGULAR BI-DIRECTIONAL VANED GRATE O PER RENTON STD PLAN 204.30. 9 CONTACT KING COUNTY WTD LPA AT LPA.TEAMOKING000NTY.GOV A O MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION 25 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. 20 15 STORM DRAINAGE LEGEND p CB TYPE 1 10 CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW 5 EXISTING STORM PIPE ® SO CB STRUCTURE NUMBER 0 REVISIONS 20015PLN-S001.tivg �.�:F•„ , w�I* KPG FILENAME _ ,�• CITY OF RENTONSjw CITY OF RENTON DESIGNED BY DATD412102E CONFORMED public Works Department SJW 042025 , p Seattle SW 43RD ST, W C/L TO SR 167 RAMPS DRAWN BY DATE •�•° �1! 3131 EI0ot1 Avenue, Suite 400 SET App R CONSTRUCTION SJW 042025 s,h;��,.�• Seattle WA 98121 2062861640 _ CHECKED BY DATE w Tacoma I Wenatchee I KPG,cam 8y � OAT 6 /2 7 STORM DRAINAGE PLAN & PROFILES STA 26+50 TO STA 31+00 KPG PROJ. No. 20015 1 SHT 40 OF 77 v F- - — w w En o — 00 H z — J x - 33+00 SW 43RD ST Q r6 12- SO- 8009 S 180TH ST 3 SEBCO INC ATTN JAY AYERS �E14ST ROW PARCEL - 3623049100 ; 0 10 20 40 60 SCALE IN FEET 35 30 25 20 15 10 5 0 CB TYPE 1 / STA 33+65.26, 27.03' LT RIM 20.81 IE OUT 16.46 (12"S) — - 7 cli _ r w cn 34+00 -3500' - M SKACEL PROPERTIES LLC � � ' E' �� PARCEL - 3623049101 FG AT Cl TYPE I _ PIPE q STA 33+65.37. 27.2 RIM 20.91 IE IN 17.92 (12"N) EG AT IE OUT 17.92 (12"S) J PIPE CE J 0 C' TEE CONNECTOIJ N IN 14.57 (12YN) t r5 LF 12' SO S=0 97% r45' VERTICAL BEND' L� r 3 LF'.12" SD S=102.96R CB 6 TO EXIST 54-IN. MAIN PROFILE (SW 43RD ST) HOR: 1"=40' VER: 1'=10' 35 30 25 20 15 10 5 0 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 BACKFlLL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON -RECYCLED MATERIAL AND FOLLOW CDR STD PLAN 220.20. B. 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.TEAMGKING000NTY.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 NOTES O2 INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. O3 CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. STORM DRAINAGE LEGEND CB TYPE 1 CB TYPE 2 — --�- STORM PIPE WITH DIRECTION OF FLOW - EXISTING STORM PIPE ® SO CB STRUCTURE NUMBER `0 v F_ w x 0 Lo M cn z x H i EXIST ROW .• c _r 800 SW 43RD ST IKEA NORTH AMERICA SERVICES _ PARCEL - 3623049113 SW 43RD ST — — — — — — —-�•,.r— — — — -- — -- — � R i; zor a= iE 171 s. �[' ro,ac iE 1: , _ '2' Cane iE 1e i. 12' UNKNDN' '-.NNOT SeE 8301 S 180TH ST HILL FAMILY II LLC PARCEL — 3623049005 0 10 20 40 60 SCALE IN FEET 'CS' CDN: 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 w PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: Lu N A. TYPE 1 - RENTON STD. PLAN 200.00 ,n B. CONCRETE INLET - RENTON STD. PLAN 200.30 + C. TYPE 2 - RENTON STD. PLAN 201.00 0 ¢ 5. ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE cn FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD w PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR Z PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE = SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. U ¢ 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 CDR STD PLAN 220.20. B. 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®KING000NTY.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 p CB TYPE 1 Q (i) CB TYPE 2 —� — STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE ® SO CB STRUCTURE NUMBER 00 SW 43RD ST EIKEAPNC�!RTH AMERICA SERVICES EXIST ROW CEL=3623049113 — �:F '� - a�e� tee►- Gel N � w N� 04 -- — —_ — 1 41+00 42+00 z - +' .- es 'Nrl t -�6C =c. OP E' =... I i 800 SW 43RD ST IKEA NORTH AMERICA SERVICE PARCEL — 3623049113 43+00 44 SW 43RD ST J ! 8441 S 180TH ST GENUINE PARTS CO PARCEL — 3123059129 GENERAL STORM DRAINAGE NOTES 1. SEE C TY 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 w PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: w ti A. TYPE 1 - RENTON STD. PLAN 200.00 o B. CONCRETE INLET - RENTON STD. PLAN 200.30 + C. TYPE 2 - RENTON STD. PLAN 201.00 Lo 5. ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE N FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD w PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR Z PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE = SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL c.� a 6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7. TYPICAL TRENCH AND BACKRLL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON -RECYCLED MATERIAL AND FOLLOW CDR STD PLAN 220.20. B. 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.TEAMOKING000NTY.GOV A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION 0 10 20 40 60 WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A \N SCALE IN FEET KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE SEWER LINE. 35 35 CB TYPE 2-48" STORM DRAINAGE NOTES a STA 44+26.09, 27.09' LT 30 RIM 20.43 30 O2 INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. IE OUT 14.75 (12"S) FG AT ( PIPE O3 CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. I CB TYPE 1 7 25 CONTACT KING COUNTY WTD LPA AT LPA.TEAMCKING000NTY.GOV A 25 EG AT STA 44+25.85, 38.68 RTC O MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION PIPERIM 20.43 WITHIN 50 FEET OF KING COUNTY WASTEWATER / METRO SEWER LINE. IE OUT 15.54 (12"N) A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE 20 20 SEWER LINE. TEE CONNECTION IE IN 13.83 (12'N) t 11 STORM DRAINAGE LEGEND _ 15 O - _ _ 1' 15 CB TYPE 1 CONTRACTOR TO MAINTAIN 24' (MINIMUM) I CB TYPE 2 SEPARATION FROM BOTTOM OF PROPOSED 24" MIN CATCH BASIN TO TOP OF EXISTING SEWER 10 T 3 LF 12" SD L }. STORM PIPE WITH DIRECTION OF FLOW MAIN. -o— - - - --5=38.07Z- EXISTING STORM PIPE I - TEE CONNECTION IE IN 14.55 (12'S) i ® SD CB STRUCTURE NUMBER 5I— I 5 — _. A! — 0 �� 0 CB 8 TO EXIST 484N. MAIN PROFILE (SW 43RD ST) HOR: 1'=40' VER: 1'=10' EXIST ROW 2 10 S 46+W w - — 4T+00- " ° 48+00 SW 43RD ST v ew as_e 8621 S 180TH ST KNUDSON INVESTMENTS LLC E, s_ UN, PARCEL — 3123059121 0 10 20 40 80 N + SCALE IN FEET 35 30 25 20 15 10 5 0 CB TYPE 1 STA 47+80.55, 27.88' LT t0 RIM 20.25 IE OUT 17.65 (12"S) FG AT CB TYPE 1 PIPE STA 47+80.44. 26.23 RZ/ RIM 20.14 EG AT IE IN 17.27 (12-N) PIPE OL IE OUT 16.97 (12°S) 54 LF 12' SO —DI S-0.70R 5 LF 12' SD S=38.19% TEE CONNECTION IE IN 15.15 (12'N) t ; �1 �I W I I CB 10 TO EXIST 48-IN. MAIN PROFILE (SW 43RD ST) HDR: 1'=40' VER: 1"=10' 35 30 25 20 15 10 5 0 49+00 GENERAL STORM DRAINAGE NOTES 1. SEE CITY OF RENTON SM PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED 'SD' SHALL BE POLYPROPYLENE STORM SEWER PIPE ,n FOR 12" OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE.. w 3. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. w x N 4. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR N 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 w 5. ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD Q PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR < PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE SHALL BE OLY'MPIC 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 BACKFlLL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON -RECYCLED MATERIAL AND FOLLOW CDR STD PLAN 220.20. B. 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.TEAMOKING000NTY.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 WTHIN 50 FEET OF THE SEWER LINE. STORM DRAINAGE NOTES 0 INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. 9 CONTACT KING COUNTY WTD LPA AT LPA.TEAMOKING000NTY.GOV A O 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 WTHIN 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 SHT 44 OF 77 (SEE PREVIOUS SHEET FOR GENERAL DRAINAGE NOTES) LAN',LAN'," '" `• - STORM DRAINAGE NOTES RI t1 121 a_:.au rz c: = 5 :_al a4' lO INSTALL CB TYPE 2-48' PER RENTON STD PLAN 201.00. 2 12" SD -DI s' eye s v��.+su.=�ra�: 2 13 1 \ - :::i f 2O INSTALL CB TYPE 1 PER RENTON STD PLAN 200.00. W •• i "'^ ` `'' 4208 LIVID AVE SW , ZV COMPANY INC CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. PARCEL - 3926800010 j EQUIP STRUCTURE WITH ROUND FRAME AND COVER PER RENTON STD EXIST ROW L° ' PLAN 204.50. CONTACT KING COUNTY WTD LPA AT LPA TEAM®I(INGCOUNTY GOV A t y^ OO MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER / METRO SEWER LINE. CD v�o;.•'-� •-. ' "' 9 -- _ r�.� e ••i�•_ r' - - �T� _ r� ti. i L+L L A KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVAUON IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE w SEWER m _ _ �i�"'-III - - - - - --�- -_ - _ _ _ - _ - - - - •�� - � x cn CD N .... . .. . .. • • �I� T -- _ .-- f— -- --- ` + STORM DRAINAGE LEGEND it Lo w o ❑� CB TYPE 1 o : ,� :-.•:, r--........ +89 11 1 s r1}00 ......................... 52+00 53+00 54 F - w CB TYPE 2 - STORM PIPE WITH DIRECTION OF FLOW F =1 1 jSID o = SW 43RD ST —' _ _ x Z — -- o h I .... .... .... .... • • • _ _ - _ ' - _ _ EXISTING STORM PIPE .... .... .: :3 - �— _ _._ - - - - - _ - - � - - -" �-11 •�„ - '- � I CM? �� ® SD CB STRUCTURE NUMBER �.♦ �� 1 Uri 'I• -. 5 rc Q \ BAT S 1HAL ST I 18129 EAST VALLEY HWY S 12• S0 SARBAT DA BHALA V INC ' ORILLIA STATION SHOPPING CE i r PARCEL - 3123059097 1 14 H 2 15 �KENT CITY LIMIT - , I PARCEL - 3123059033 co e: 1 0 10 20 40 60 ® • - - SCALE IN FEET 35 35 35 35 35 35 35 35 30 STA 50+79.22, 90.72- LT U RIM 20.88 IE OUT 18.53 (12"W) FG AT PIPE 25 f EG AT J PIPE Ct 20 I 7-54 LF 12" SD -DI S=0.61 15 10 RIM 20.97 IE IN 18.20 (12"E) IE OUT 18.20 (12"S) 5 0 CB 13 TO CB 12 PROFILE (LIND AVE SW) HOR: 1"=40' VER: 1-=10' 30 30 25 25 20 20 15 15 10 10 SAME STRUCTURE 5 5 0 0 14 STA 50+29.47, 62.86 RT C8 TYPE 1 RT 15 CB TYPE 2-48" 11 30 30 RIM 21.60 30 30 STA 50+74.02, 62.67' STA 50+25.91, 4.69' RT IE IN 17.75 (12-E) 21.75 FG AT RIM 21.64 IE OUT 16.25 (12"N) IEM OUT 18.65 (12"W) PIPE IE IN 17.70 (12"N) FG AT IE OUT 15.00 (12"S) FG AT PIPE EG AT 25 25 PIPE q 25 25 €G AT PIPE EG AT PIPE CL PIPE J45 28 LF 12•' SD 20 20 33 LF 12" SD S=4.92% 20 20 - LF 12' SD 5=202% 3% S=1.24% I m A O IS i — TEE CONNEC710IN ' IE IN 14.65 (48"N) t RE -.-'- R CB 12 TO EXIST 48-IN. MAIN PROFILE (SW 43RD ST) HOR: 1"=40' VER: 1"=10' 15 15 I ILL 15 15 SAME STRUCTURE 10 10 10 10 5 5 —hE CONNEC110N— — 5 5 IE IN 14.75 (12"S) 0 0 I 'a" I 0 0 CB 14 TO EXIST 48-IN. MAIN PROFILE (LIND AVE SW) HOR: 1"=40' VER: 1"=10' CB 15 TO CB 14 PROFILE (LIND AVE SW) HOR: 1"=40' VER: 1"=10' 30 25 20 15 10 5- 0 330 SW 43RD ST 4201 EAST VALLEY RD AST PETULA S & J YEN LLC EPARCELL- 39 6800030C PARCEL - 3926800020 EXIST ROW w w x N 0 00 U) w z_ J L _ 35 30 25 20 15 10 5 0 _ �.�, - e, c� a �r - -- — __,— •__�__".� y �_ a—�� -� . � •D?.J� 55+00 56+00 57+00 58+00 SW 43RD ST r— — --- ------... —{i r- ---.. -----� �» --- VIC . — Oft• S � :, s� _ - - wle :, CC 8819 S 180TH ST ORILLA STATION LOT 2 LLC 8829 S 180TH ST 18015 EAST VALLEY HWY S - PARCEL - 3123059167 80;LEA1. PROPERTIES SOUTHCEN ( CHEVRON SERVICES CO PARCEL - 3123059166 PARCEL - 3123059118 0 10 20 40 60 SCALE IN FEET EXIST CS TYPE 2 STA 55+05.99, 40.69• LT 02 RIM 22.63 IE IN 16 60 (12"E) IF IN 15 90 (12"N) IF OUT 1500 (18"S): FG AT PIPE (j EG AT PIPF 0 1 SiA 5�-OF.03. 35 70 1 RIM 21 33 IE IN 14 90 (18"E) f IL IN 13.90 (18"N)— IE OUT 13.90 (36"W) I I I I ----------------- I 1 1 � I CB TYPE 2-4e STA 55+06.36, 26.99' LT-9 RIM 21.44 CONNECT EXISTING PIPE IE IN 14 79 (*"'0 = ; f TO PROPOSED STRUCTURE IE OUT 1479 CB 16 PROFILE (SW 43RD ST) HOR: 1"=40' VER: 1'=10' 35 30 25 20 15 10 5 0 @10 :" SEE PLAN SHEET f# HOR: 1'=40' VER: 1 =10' 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 OTHERWSE 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 w PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: w x A. TYPE 1 - RENTON STD. PLAN 200.00 o B. CONCRETE INLET - RENTON STD. PLAN 200.30 uo C. TYPE 2 - RENTON STD. PLAN 201.00 00 ¢ 5. ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE FRAME (RENTON STD PLAN 203.00) AND VANED GRATE (RENTON STD z PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE Zi SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL x ¢ 6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE C` NTER 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. B. 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.TEAMOKING000NTY.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 NOTES O1 INSTALL CB TYPE 2-48' PER RENTON STD PLAN 201.00. OB CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. 9 CONTACT KING COUNTY WTD LPA AT LPA.TEAMOKING000NTY.GOV A C 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 Q !� CB TYPE 2 STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE ® SO CB STRUCTURE NUMBER ,X:ST ROW _� _ - 7 �. see ti.. a -,N� �'•� w�j6Fr!— _ - Lo 00 59+00 60+00 En Lo % w z - J .Srti_ v V : .•�� U CON ,roc _' Pvc E,�s�i_ coNc r R,K' 2- 77' 4242 EAST VALLEY RD vv NAKA PROPERTIES L L C PARCEL - 3123059114 • �r . - - - - - - � Tom,. 61+00 O�x — r Q m. KENT CITY LIMIT r/. 18010 EAST VALLEY HWY J TIRUPATI INVESTMENTS LLC PARCEL - 3123059109 0 10 20 40 60 SCALE IN FEET w�_sv — 62+00 _ SW 43RD ST 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. rb 4. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR r PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: w = A. TYPE 1 - RENTON STD. PLAN 200.00 N B. CONCRETE INLET - RENTON STD. PLAN 200.30 o C. TYPE 2 - RENTON STD. PLAN 201.00 0 M 5. ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE N FRAME (RENTON STD D PLAN 203.00) AND VANED GRATE (RENTON ST PLAN 204.20) UNLESS OTHERWISE INDICATED ON THE PLAN OR z PROFILE. TYPE 2 CATCH BASIN OPEN CURB FACE FRAME AND GRATE J SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 2 6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED a ARE FOR FHE CENTER OF THE DRAINAGE STRUCTURE. 7. TYPICAL TRENCH AND BACKFILL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON -RECYCLED MATERIAL AND FOLLOW CDR 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®KING000NTY.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 p CB TYPE 1 G� CB TYPE 2 - -�- - STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE ® SO CB STRUCTURE NUMBER (S i DIST ROW ;f � F ��t '` c ram-- � � - s•. LLJ LLj M 00 64+00 I SW 43RD ST 65+00 cn Ld U - WSDOT LIMITED ACCESS ROW 0 10 20 40 60 SCALE IN FEET co 66+00 KENT CITY LIMIT 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: CD A. TYPE 1 - RENTON STD. PLAN 200.00 w B. CONCRETE INLET - RENTON STD. PLAN 200.30 = Ln C. TYPE 2 - RENTON STD. PLAN 201.00 0 0 5. ALL NEW CATCH BASINS SHALL BE EQUIPPED WITH OPEN CURB FACE m 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 N w SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. 6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED = AR, FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7. TYPICAL TRENCH AND BACKFlLL FOR STORM DRAIN PIPE INSTALLATION SHALL BE MADE OF NON -RECYCLED MATERIAL AND FOLLOW CDR STD PLAN 220.20. B. 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®KING000NTY.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 p CB TYPE 1 G) CB TYPE 2 �- — STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE ® SO CB STRUCTURE NUMBER 0o F_ w w cn 0 0 F_ LO z J x F_ N GENERAL STORM DRAINAGE NOTES + WSDOT LIMITED ACCESS ROW c� 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. Z co 2. PIPES LABELED 'SD' SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12' OR LARGER DIAM. PIPE UNLESS OTHERWISE INDICATED ON EkST ROW THE PLAN OR PROFILE.. — — r•4 , ,,; �,. 7 � , � � •�-- � 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: 3 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 _5 J r! SHALL BE OLYMPIC FOUNDRY INC. #SM52VG OR APPROVED EQUAL. •00 69+00 69+00 SW_4— $RD'S'-70+00 gi 71+00 _ SW 43RD ST 72- 6. STA10/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 CDR STD PLAN 220.20. _-:r y -71- -8 NEW STORM DRAIN PIPE CONNECTIONS TO EXISTING STORM DRAIN , _ _ _ _ _ _ - - _ _ __ PIPES SHALL BE MADE USING INSERTA TEE FITTINGS OR EQUIVALENT ~a _�___`_AS APPROVED BY THE GTY/ENGINEER. SEE DETAIL, SHEET 50 9. CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES AT PROPOSED CROSSING LOCATIONS PRIOR TO CONSTRUCTION. 10 CONTACT KING C TY WLD LPA AT LPA.TEAMOKING000NTY-GOV A _p ,. MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF CONSTRUCTION KENT CITY LIMIT ( O WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINE. A ■ r� cal — KING COUNTY MONITOR SHALL BE ON SITE AT ALL TIMES WHILE EXCAVATION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE Gj SEWER LINE. I � ' o to 20 ao so STORM DRAINAGE LEGEND SCALE IN FEET o ce TYPE 1 G) CB TYPE 2 �— STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE ® SO CB STRUCTURE NUMBER 1co INSERTA TEE° FITTINGS SDR 35 GASKETED BELL GRAVITY APPLICATIONS A. EQUIVALENT O.D. BELL END ACCEPTS PIPE WITH SDR 35, ASTM D3034 OR EQUIVALENT O.D. SPECIFICATION IN 8", 10", 12", 15", 18" AND 24" SIZES. B. CURVATURE VARIES WITH MAINLINE DIAMETERS. C. SPIGOT END PVC SDR 35, ASTM D3034 DIAMETERS: 8", 10", 12", 15', AND 18" PART # PART NAME 1 HUB ADAPTOR 2 RUBBER GASKET SECURING CLAMP" 3 4 RUBBER SLEEVE (AVAILABLE IN NITRILE AND EPDM BY SPECIAL ORDER) 4A 413 4C UPPER SEGMENT LOWER SEGMENT""" REFER TO STD - 1103: WALL THICKNESS CHART OPTIONAL: #316 STAINLESS STEEL BAND, SCREW, AND HOUSING DISTANCE BETWEEN 4A AND 4B WILL VARY BY PRODUCT TYPE WILL NOT APPEAR ON RUBBER SLEEVES FOR CONCRETE OR CLAY PIPE 1 2 3 4 4A 48 A —I I- C MATERIALS PVC SDR 35 ASTM D3034 ASTM F477 BAND SS #301 SCREW SS #305 HOUSING SS #301 INSERTA IHOLE TEE SIZE DIAMETER 811 8 3/ �J 4 (200mm) (222mm) 10" 107 s11 (250mm) (276mm) 12" 12 7/s11 (300mm) (327mm) 15" 1513�6" (375mm) (402mm) 1811 19 3/ 6" (450mm) (503mm) i, c:AL�I�r- — �IT ^p�=��'i rF F;�I'i %'I`•. �,R(D—all_ .r�,-__. 11'-1,F",I.I R-r-ER ' 0 DET,4 L S T- 102. ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION IT 15 THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL FEGUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. INSERTA TEE FITTINGS SDR 35 GASKETED BELL FOR GRAVITY APPLICATIONS f 4640 TRUEMAN BLVD HILLIARD.OH 43026 HAK o.R 03/06/23 °`` °' ENG =� NTS DRAWING NUMBER STD— 1109 "" 1 INSERTA TEE° INTO CONCRETE PIPE APPLICATIONS INSERTA TEE INTO CIRCULAR CONCRETE PIPE 90' FLANGE For circular pipe, installation angle of Inserta Tee can range anywhere between 00 and 900, with typical installations at a 450 angle as seen in detail above. LATERAL SIZING FROM 2" THROUGH 24" (REFERENCE STD-1104 THROUGH STD-1110 FOR HUB TYPES). INSERTA TEE FITTING SHALL BE INSTALLED USING THE RECOMMENDED INSERTA TEE HOLE SAW. REFERENCE STD-1102 FOR MORE INFORMATION. I 45` ONLY I " \I For elliptical and arched pipe, installation angle must be at 450 as seen in details above. \ --. F'.. R I� Tn �,�� I, T� /,- h r- CC- ., ice, C - /,�-r v O CJ 1 r �S T /vLI_/JION � I !ONE, R� �N T�' ''D Tly � �D �I � _.v. � r.R � ��, i �JIUN ADVANCED DRAINAGE SYSTEMS, INC ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT INSERTA TEE INTO ELLIPTICAL CONCRETE PIPE INSERTA TEE INTO ARCHED CONCRETE PIPE N P MAJ 10!,,, F '-EF :P n 1 A S - 1 U 1 . ! � H! ''L- 5 /N !I\T -1 M,i T i I ' HAK INSERTA TEE INTO CONCRETE —07/19/23 PIPE APPLICATIONS HI�LL0TRUEMAN D ENG IARD, OH 4 026.� NTS DRAWING NUMBER STD -1114 1 REVISIONS STORM DRAINAGE DETAILS DETAILS2 KPG PROJ No 20015 SHT J OF 20015DETSDcwq 60• j K�/ �' - IV „ : p �'q .b" ry f LLttG� 0. CONFORMED SET .xi CITY OF RENTON z.z Public Works Department Appp ,gyp CONSTRUCTION /•`ij BY Cr. CITY OF RENTON SW 43RD STI W C/L TO SR 167 RAMPS FILENAME SJW 042025 DESIGNED BY DATE SSW 04�g25 Seattle 3131 Elliott Avenue, Suite 400 Seattle WA 90121 2052861640 DRAWN BY DATE SJW 04/2025 CHECKED BY DATE T_ I �'� 11i 4" 30" 25 1/2- II 3/4� 4- PEr J 5/8" T1P 22" HOOD ATTACHES AS SHOWN 1� l 3/4" /;cl 3 1 /2 I �l Hood is King County Standard 2-016 > I a `'—DRILL & TAP 5/8"-11 S.S. SOCKET HEAD CAP SCREW WHEN SPECIFlED BY CUSTOMER (2 PLCS) ir.,/2' TYP 1/16' TiP-� �7/16" DRAFT 3/'IE' Nou—sm �6 . DIAMOND PATTEWI IT ....... ^i �3/4, I TI- 6"6 HOOD 9" HOOD 2-1" DIA. HOLES FOR 3/4" BOLT, WASHER 7 NUT r= T T OLYMPIC FOUNDRY INC. 18" X 24" THRU CURB FRAME VANED GRATE & HOODS TL: Frame & Hood; Cast Iron ASTM A48 CL30, Grate; Ductile Iron ASTM A536 RATING: H-20 PART NO. SM52VG 30-55-06 'ROX WT: Frame 220 Lbs, Grate 74 Lbs, 6" Hood 70 Lbs, 9" Ho REV: A DATE: 7/3/2003 New border 1ENT APPROVED DWN: CL DATE: 7/3/2003 TOLERANCE REV: DATE: XX+- 1 DATE: XXX+- 0s CHKD: CL DATE: 71312003 XXXX+. 030 DWG #: SM52VG - 2 DEG REV A SCALE: N/A I SHEET: 1 OF 1 A' RAMP 1 GRADING POINTS ® STATION OFFSET ELEV DESCRIPTION 101 27+72.43 29.63' LT 23.31 MATCH EXISTING, PC 102 27+85.31 35,15' LT 23.15 RAMP ENTRANCE 103 27+90.36 38.39' LT 23.06 RAMP ENTRANCE 104 28+03.69 51.11' LT 22.77 RAMP ENTRANCE 105 28+07.10 56.10' LT 22.68 RAMP ENTRANCE 106 28+09.99 61.41' LT 22.52 MATCH EXISTING 107 27+56.21 44.39' LT 24.66 MATCH EXISTING 108 27+66.95 46.78' LT 24.11 TRANSITION PANEL, AP 109 27+80.46 46.82' LT 23.32 RAMP, AP 110 27+91.94 48.43' LT 23.09 RAMP, PC, R=5' 111 27+95.47 50.32' LT 23.02 RAMP, PT 112 27+98.02 56.36' LT 22.89 PT 113 27+96.72 63.14' LT 23.09 LANDING, AP 114 27+96.80 71.14' LT 23.21 MATCH EXISTING 115 28+01.67 71.06' LT 23.13 MATCH EXISTING 116 28+01.72 63.06' LT 23.02 LANDING, AP 117 28+02.56 59.22' LT 22.76 RAMP, AP 118 27+99.14 54.29' LT 22.85 RAMP 119 27+82.37 39.80' LT 23.23 LANDING, PC, R=2' 120 27+80.62 40.82' LT 23.26 PT 121 27+80.48 40.82' LT 23.26 RAMP 122 27+66.99 40.78' LT 24.05 TRANSITION PANEL, AP 123 27+57.92 30.71' LT 24.51 MATCH EXISTING 124 27+97.05 1 52.33' LT 22.97 RAMP, PC, R=5' REVISIONS ADDENDUM 3- HIGH -STRENGTH SIDEWALK CLARIFICATION GENERAL CURB RAMP NOTES LEGEND 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS = CURB RAMP PAY LIMITS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT CEMENT CONC. ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE HIGH -STRENGTH CEMENT CONC., SEE DETAIL SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS SHEET 7 REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. DETECTABLE WARNING SURFACE 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 E. CURB, WHERE APPLIHALL 7. CURB RAMPS SHALL BE HIGH -STRENGTH CONCRETE WHERE SHOWN BE HI ' ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. 20015PLN-RAMPOl dw9 FILENAME DPY 042025 DESIGNED BY DATE KFL 042025 DRAWNBY DATE KPF 0412025 CHECKED BY DATE CONFORMED ' N Seattle SET ry 313enu 1 Elliott Ave, Swte 400 Seattle, WA98121 2062661640 Tacoma I Wenatchee I KPG.cam CITY OF RENTON Public Works Department {CONSTRUCTION U 12-0 i RAMP 2 GRADING POINTS ® STATION OFFSET ELEV DESCRIPTION 200 28+73.26 63.65' LT 22.50 MATCH EXISTING, PC 201 28+79.26 52.08' LT 22.61 RAMP ENTRANCE 202 28+82.91 47.30' LT 22.64 RAMP ENTRANCE 203 28+88.44 41.69' LT 22.63 RAMP ENTRANCE 204 28+93.16 37.98' LT 22.66 RAMP ENTRANCE 205 29+13.12 29.25' LT 22.77 GRADE BREAK 206 29+23.74 28.02' LT 22.66 MATCH EXISTING, PT 207 28+82.52 91.44' LT 23.87 MATCH EXISTING 208 28+82.87 77.92' LT 23.70 LANDING, PC, R=34' 209 28+89.59 59.11' LT 22.74 LANDING 210 28+98.93 50.53' LT 22.87 PCC, R=20' 211 29+00.91 49.45' LT 22.89 RAMP 212 29+06.44 47.75' LT 23.31 PT 213 29+11.66 46.95' LT 23.47 TRANSITION PANEL CITY OF RENTON 43RD ST, W C/L TO SR 167 RAMPS RAMP 2 GRADING POINTS #Q STATION I OFFSET ELEV I DESCRIPTION 214 29+15.57 46.09' LT 23.66 MATCH EXISTING 215 29+14.69 40.42' LT 23.56 MATCH EXISTING 216 29+10.75 41.02' LT 23.38 TRANSITION PANEL 217 28+99.87 42.68' LT 1 22.79 RAMP 218 28+97.18 43.09' LT 22.75 LANDING 219 28+84.64 55.74' LT 22.66 LANDING, PC=40' 220 28+76.87 77.80' LT 23.64 LANDING, PT 221 28+76.60 91.33' LT 23.49 MATCH EXISTING CURB RETURN TABLE ® DELTA RADIUS TANGENT LENGTH R1 4812'15- 60.00' 26.84' 50.48' R2 68-21'01" 55.00' 37.34' 65.61' Tgiiiiiiia 5 10 20 SCALE IN FEET CURB RAMP DETAILS SW 43RD ST & OAKESDALE AVE INTERSECTION NORTH LEG KPG PROJ. No. 20015 1 SHT 53 OF 77 RAMP 3 GRADING POINTS ® STATION OFFSET ELEV DESCRIPTION 301 27+44.64 27.92' RT 23.47 MATCH EXISTING, PC 302 27+78.14 34.53' RT 23.31 RAMP 303 27+85.26 38.00' RT 23.27 RAMP ENTRANCE 304 27+89.57 40.53' RT 23.24 RAMP ENTRANCE, PCC 305 28+00.55 51.73' RT 23.16 RAMP ENTRANCE 306 28+02.92 56.10' RT 23.14 RAMP ENTRANCE 307 28+06.22 71.04' RT 23.D6 LANDING, PT 308 28+06.35 91.04' RT 23.02 MATCH EXISTING 309 28+00.85 91.08' RT 23.53 MATCH EXISTING 310 28+00.72 71.08' RT 23.63 RAMP, PC, R=31' 311 27+98.07 58.73' RT 23.21' LANDING 312 27+95.69 54.34' RT 23.24 RAMP ENTRANCE 313 27+86.70 45.22' RT 23.32 PCC, R=76.5', RAMP ENTRANCE 314 27+82.38 42.69' RT 23.34 RAMP 315 27+76.90 39.99' RT 23.80 PT 316 27+57.90 39.99' RT 24.21 MATCH EXISTING 317 27+57.90 35.06' RT 24.17 MATCH EXISTING 318 27+76.90 34.99' RT 23.73 RAMP 319 27+87.69 49.52' RT 23.30 AP 320 27+91.99 53.70' RT 23.26 AP LEGEND CURB RAMP PAY LIMITS "J CEMENT CONC. HIGH -STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE PLAN N 0 2.5 5 10 20 SCALE IN FEET 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. CURB RETURN TABLE ® DELTA I RADIUS TANGENT I LENGTH R3 33'03'52' 82.00' 24.34' 47.32. R4 57'06'24' 36.50' 19.86' 36.38' R5 6917'24' 55.00' 38.01' 66.51' RAMP 4 GRADING POINTS ® STATION OFFSET ELEV DESCRIPTION 401 28+66.35 65.77' RT 22.84 MATCH EXISTING, PC 402 28+71.25 55.25' RT 22.90 RAMP ENTRANCE 403 28+74.02 51.09' RT 22.92 RAMP ENTRANCE 404 28+90.81 36.02' RT 22.81 RAMP ENTRANCE 405 28+95.25 33.71' RT 22.70 RAMP ENTRANCE 406 29+16.67 28.65' RT 22.62 MATCH EXISTING, PT 407 28+77.20 1 71.65' RT 23.66 1 TRANSITION PANEL 408 28+76.63 73.56' RT 23.71 MATCH EXISTING 409 28+78.34 67.81' RT 23.58 RAMP, PC, R=36' 410 28+80.83 61.63' RT 23.06 LANDING 411 28+96.60 45.95' RT 22.95 PT 412 29+01.04 43.70' RT 22.93 RAMP, PC, R=30' 413 29+14.54 40.52' RT 23.35 RAMP, PT 414 29+23.54 40.45' RT 23.15 MATCH EXISTING 415 29+23.55 35.59' RT 23.18 MATCH EXISTING 416 29+14.55 35.52' RT 23.27 RAMP, PC, R=35' 417 28+98.53 39.37' RT 22.87 LANDING, PT 418 28+76.67 50.86' RT 22.99 LANDING, PC, R=38' 419 28+73.55 66.39' RT 23.51 RAMP 420 28+71.83 72.14' RT 23.60 MATCH EXISTING 421 28+72.41 70.22' RT 23.59 TRANSITION PANEL CURB RETURN TABLE FR_#1 DFI TA I RADIUS I TANGENT I LENGTH PLAN 0 2.5 5 10 20 SCALE IN FEET RAMP 6 GRADING POINTS ® STATION OFFSET ELEV DESCRIPTION 600 50+80.12 93.65' LT 20.85 MATCH EXISTING 601 50+80.16 84,90' LT 20.87 PC, R=60' 602 50+82.63 68.17' LT 20.95 PCC, R=55' 603 50+91.52 50.59' LT 21.06 RAMP ENTRANCE 604 50+95.41 46.00' LT 21.09 RAMP ENTRANCE 605 51+01.08 40.80' LT 21.12 RAMP ENTRANCE 606 51+05.96 37.31' LT 21.15 RAMP ENTRANCE 607 51+19.51 31.13' LT 21.09 MATCH EXISTING, PT 608 50+90.58 86.57' LT 21.93 MATCH EXISTING 609 50+90.83 81.57' LT 21.82 LANDING, PC, R=34' 610 51+D0.36 58.18' LT 21.23 LANDING 611 51+13.01 49.90' LT 21.36 RAMP 612 51+22.30 47.88' LT 22.04 1 LANDING, PT SW 431fD ST 150 RAMP 6 GRADING POINTS STATION OFFSET ELEV DESCRIPTION 613 51+27.27 47.37' LT 22.12 MATCH EXISTING 614 51+26.85 41.54' LT 22.03 MATCH EXISTING 615 51+21.86 41.90' LT 21.95 LANDING, PC, R=40' 616 51+10.92 44.28' LT 21.27 RAMP 617 50+96.04 54.01' LT 21.14 LANDING 618 50+84.82 81.51' LT 21,72 TRANSITION PANEL, PT 619 50+84.80 86.54' LT 21.80 MATCH EXISTING GENERAL CURB RAMP NOTES 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPUANT 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. LEGEND CURB RAMP PAY LIMITS O CEMENT CONIC. HIGH -STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE 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. LEGEND = CURB RAMP PAY LIMITS CEMENT CONC. HIGH -STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE SW 43RD ST RAMP 7 GRADING POINTS ® STATION OFFSET ELEV DESCRIPTION 700 49+97.18 31.37' RT 21.18 MATCH EXISTING, PC 701 50+02.51 33.89' RT 21.21 LANDING 702 50+10.26 38.96' RT 21.25 LANDING 703 50+16.62 44.78' RT 21.30 LANDING 704 50+20.71 49.71' RT 21.40 MATCH EXISTING, PT 705 50+12.60 48.53' RT 21.37 LANDING, PC, R=49.5' 706 50+00.87 39.27' RT 21.28 PT 707 49+83.87 39.35' RT 21.91 MATCH EXISTING 708 49+83.89 34.31' RT 22.01 MATCH EXISTING 709 50+00.90 1 34.34' RT 21.29 RAMP RAMP 8 GRADING POINTS ® STATION OFFSET ELEV DESCRIPTION 800 50+73.98 67.55' RT 22.30 MATCH EXISTING, TOC 801 50+76.82 58.46' RT 21.60 MATCH EXISTING, PC 802 50+83.76 47.54' RT 21.39 RAMP ENTRANCE 003 50+87.10 43.81' RT 21.35 RAMP ENTRANCE 804 51+01.34 33.34' RT 21.27 RAMP ENTRANCE 805 51+05.89 31.26' RT 21.24 RAMP ENTRANCE 806 51+14.10 28.69' RT 21.21 MATCH EXISTING 807 51+14.42 30.09' RT 21.54 PT 808 51+19.29 33.98' RT 21.58 RAMP, PC, R=5' 809 51+29.29 34.14' RT 21.78 MATCH EXISTING 810 51+29.29 38.98' RT 21.83 MATCH EXISTING RAMP 8 GRADING POINTS ® STATION OFFSET ELEV DESCRIPTION 811 51+19.29 38.98' RT 21.63 RAMP 812 51+05.19 38.97' RT 21.34 PT 813 51+02.79 39.26' RT 21.35 AP 814 51+02.76 42.12' RT 21.40 AP 815 50+93.53 44.61' RT 21.40 PCC, R=10' 816 50+95.19 46.48' RT 21.44 LANDING, PC, R=49.5' 817 50+87.49 50.87' RT 21.46 RAMP, AP 818 50+84.16 56.47' RT 21.87 LANDING, AP 819 50+81.78 60.84' RT 22.17 MATCH EXISTING 820 1 50+78.73 68.89' RT 22.35 MATCH EXISTING 0 2.5 5 10 20 SCALE IN FEET CURB RETURN TABLE ® DELTA RADIUS TANGENT LENGTH R8 1911'02' 55.00' 9.29' 18.42' R9 1879'46' 55.00' 8.96' 17.76' 60+00 SW 43RD ST GENERAL CURB RAMP NOTES 1. FOR GENERAL NOTES, SEE SHEET 56. CURB RAMP PAY LIMITS CEMENT CONC. HIGH -STRENGTH CEMENT CONIC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE CURB RETURN TABLE 7 DELTA RADIUS TANGENT LENGTH R10 55'00'24' 50.00' 26.03' 48.00' R11 128'38'19' 3.50' 7.28' 7.86' R12 12793'09' 3.00' 6.05' 6.66' R13 25'26'22' 71.00' 16.03' j 31.53' R14 12934'54" 3.00' 6.37' 6.78' R15 1 43'0610' 50.00' 19.75' 37.61' JO DATE BY APPR REVISIONS 1 7202'' DPV KPF ADDENDUM 3-HIGH-STRENGTH SIDEWALK CLARIFICATION 0 2.5 5 10 20 SCALE IN FEET - • R13 a 4 .� •4 jUICTION BOX 1015.4 •1013 • -POSH BUTTON • 31y5 7ur { 4. b ' �! 0.8R:; 1.5%`J12Q �• •e• f 1014• 5.0 016 �e 4 1017 I 4. 5.6 PUSH BUTTON • � °i• • 4 _ .K �y/ POLE ; ,KN � 16 �• MEDIAN 2 1012 61 +50 R14 4 • 1110 ' iO 1f09 r �a• 50 • ,s m V51• \ JUNCTION BOX RAMP 11 RAMPS 9 & 10 FLOWLINE POINTS ® 915 916 917 918 919 g20 RAMPS 9 STATION 60+24.55 60+34.33 60+37.19 60+35.21 60+18.34 59+97.33 & 10 FLOWLINE OFFSET 61.76' LT 50.54' LT 47.27' LT 39.32' LT 36.46' LT 36.55' LT ELEV 24.49 23.97 23.86 23.63 23.62 24.15 POINTS DESCRIPTION MATCH EXISTING RAMP PC, R=5' PCC, R=43.5' PT, LANDING MATCH EXISTING ® 1001 1002 1003 1004 1005 1006 1007 1008 1009 MEDIAN 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 2 POINTS 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 FLOWLINE ELEV DESCRIPTION 24.31 RAMP 24.28 RAMP 24.70 PC 24.59 PT 23.98 RAMP 23.90 RAMP 24.45 PC 24.47 PCC 24.01 RAMP MEDIAN STATION 2 POINTS FLOWLINE ® STATION OFFSET ELEV DESCRIPTION ® OFFSET ELEV DESCRIPTION 901 59+97.29 28.05' LT 23.45 MATCH EXISTING 902 60+13.29 27.98' LT 23.51 RAMP ENTRANCE 1010 61+53.12 47.20' LT 24.20 RAMP 903 60+18.29 27.96' LT 23.50 RAMP ENTRANCE, PC 1011 61+60.49 37.28' LT 24.71 PCC 1012 61+58.35 32.29' LT 24.69 PT 904 60+49.10 39.16' LT 23.50 RAMP ENTRANCE 905 60+52.82 42.51' LT 23.51 RAMP ENTRANCE 1013 61+45.85 48.82' LT 24.20 24.27 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 906 60+58.71 49.05' LT 23.52 PT 907 60+59.88 50.68' LT 23.51 LANDING 1014 61+47.64 44.11' LT 908 60+65.09 58.02' LT 23.53 MATCH EXISTING 1015 61+29.09 45.25' LT 23.95 SEE MEDIAN LAYOUT DETAIL, SHEET 7 909 60+59.95 61.71' LT 24.08 MATCH EXISTING 910 60+54.21 54.45' LT 24.10 RAMP 1016 61+26.81 40.72' LT 24.0 24.07 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 911 60+51.02 49.94' LT 23.80 PC, R=5' 912 60+43.17 49.54' LT 23.79 PT 1017 61+31.61 40.72' LT 913 60+38.89 54.44' LT 24.00 1 RAMP 914 60+28.92 65.64' LT 24.52 1 MATCH EXISTING DOST ROW I& SW 43RD ST RAMP 11 FLOWLINE POINTS ® STATION I OFFSET ELEV DESCRIPTION 1101 61+66.28 76.69' LT 23.63 MATCH EXISTING 1102 61+67.10 72.18' LT 23.75 PC 1103 61+68.39 67.88' LT 23.93 RAMP 1104 61+70.77 62.18' LT 24.12 LANDING 1105 61+73.20 57.81' LT 24.30 LANDING 1106 61+84.79 44.91' LT 25.02 RAMP 1107 61+92.42 40.05' LT 25.47 MATCH EXISTING, PT 1108 61+94.94 44.94' LT 26.12 MATCH EXISTING, PC, R=44.5' 1109 61+72.43 73.54' LT 0.00 AP 1110 61+71.71 77.48' LT 24.30 MATCH EXISTING 20015PLN-RAMP03 dwg c„�ti° 1A4'4.t' KPG °. CURB RAMP DETAILS FILENAME CONFORMED CITY OF RENTON DE 9nrzozs . ,�-•:; CITY OF RENTON SW 43RD ST & E VALLEY HWY INTERSECTION DESIGNED BY DATE � Public Works Deparlmenl KFL 0DATE . p Seattle SET - SW 43RD ST W C/L TO SR 167 RAMPS NORTH LEG DRAWNBY DATE +" - " >' Ai 913+Eu�enA-e Smle•00 APPTRII Ft.CONSTRLICTION 1 KPF Od12025 '�[k�;. Seattle, WA98121 2062861640// C CHECKED BY DATE �� Tacoma I Wenatchee I KPG cam BY:li DAIE� ( KPG PROJ No 20015 SHT 57 OF 77 JUNCTION EXIST ROWJ IJ I r I, f GENERAL CURB RAMP NOTES 1. FOR GENERAL NOTES, SEE SHEET 56. LEGEND CURB RAMP PAY LIMITS O CEMENT CONC. HIGH -STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE SW 43RD ST Lu PLAN A 0 2.5 5 10 20 SCALE IN FEET RAMP 12 FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 1201 59+13.11 43.46' RT 22.72 MATCH EXISTING, PC 1202 59+24.01 48.37' RT 22.85 RAMP 1203 59+29.61 52.74' RT 22.99 LANDING 1204 59+33.70 57.18' RT 23.09 LANDING 1205 59+39.64 67.62' RT 23.29 RAMP 1206 59+42.09 79.76' RT 23.57 MATCH EXISTING, PT 1207 59+35.24 79.83' RT 24.15 MATCH EXISTING, PC, R=33.5' 1208 59+11.19 50.19' RT 23.34 MATCH EXISTING, PT / 60+00 -JUNCTION BOX RAMPS 13 & 14 FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 1401 60+51.63 55.75' RT 23.66 MATCH EXISTING 1402 60+58.08 46.45' RT 23.57 PC, GRADE TO DRAIN 1403 60+61.20 42.50' RT 23.63 RAMP ENTRANCE 1404 60+64.69 38.92' RT 23,71 RAMP ENTRANCE 1405 60+85.24 28.20' RT 23.97 RAMP ENTRANCE 1406 60+90.17 27.38' RT 24.00 RAMP ENTRANCE 1407 60+92.56 27.19' RT 23.78 PT 1408 60+95.28 1 27.04' RT 23.79 MATCH EXISTING 1409 60+95.56 1 32.51' RT 23.97 MATCH EXISTING 1410 60+91.10 33.15' RT 24.08 AP 1411 60+92.11 39.46' RT 24.00 AP 1412 60+82.59 44.30' RT 23.91 AP 1413 60+71.58 49.90' RT 23.79 AP 1414 60+62.43 49.66' RT 23.93 RAMP, AP 1415 60+55.98 58.93' RT 24.17 MATCH EXISTING 1416 160+65.89 47.04' RT 23.72 AP SW 43RD ST RAMP 14 61- I 4F ._ 5.0' e 5x 2.3% -_ . b •. 4.5 K xi 1410 .ie e e e FRS 0� 1411 �e 141 �CSM, EXIST ROW t4i3 BUTTOM POLE MEDIAN 1 FLOWLINE POINTS a STATION OFFSET ELEV DESCRIPTION 1301 59+47.98 36.94' RT 23.40 RAMP 1302 59+51.52 40.47' RT 23.39 RAMP 1303 59+69.65 65.26' RT 23.86 PCC 1304 59+76.11 65.20' RT 24.11 PT 1305 1 59+89.49 46.31' RT 24.16 RAMP 1306 59+92.38 42.23' RT 24.13 RAMP 1307 59+98.74 1 33.25' RT 24.06 PC 1308 59+95.92 1 27.73' RT 24.09 PT 1309 59+85.38 1 27.63' RT 23.82 RAMP 59+80.38 27.59' RT 23.85 RAMP 59+48.01 27.29' RT 23.52 PC r1310 59+45.14 34.12' RT 23.44 PCC 59+51.29 33.62' RT 23.46 SEE MEDIAN LAYOUT DETAIL, SHEET 7 1314 59+53.39 38.60' RT 23.46 SEE MEDIAN LAYOUT DETAIL, SHEET 7 1315 59+78.30 38.38' RT 24.03 SEE MEDIAN LAYOUT DETAIL, SHEET 7 1316 59+80.33 33.37' RT 23.93 SEE MEDIAN LAYOUT DETAIL, SHEET 7 1317 59+85.29 37.21' RT 24.07 SEE MEDIAN LAYOUT DETAIL, SHEET 7 CURB RETURN TABLE R# DELTA RADIUS TANGENT LENGTH R16 63'41'51' 40.00' 24.85' 44.47' R17 10'37'49' 28.00' 2.60' 5.19' R18 18'24'26' 90.00' 14.58' 28.91' R19 118*01'40' 4.00' 6.66' 8.24' R20 124'46'31' 3.50, 6.69' 7.62' R21 135*36'14' 4.00' 9.80' 9.47' R22 40'34'06" 45.00' 16.63' 1 31.86' WSDOT LIMITED ACCESS 70+00 65+00 70t 50 SW 43RD ST 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 REWIRED 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 MALL 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. LEGEND = CURB RAMP PAY LIMITS CEMENT CONC. HIGH -STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE PLAN 0 2.5 5 10 20 SCALE IN FEET RAMP 15 FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 1501 70+15.67 38.27' LT 81.21 MATCH EXISTING 1502 70+20.58 38.14' LT 81.47 PC 1503 70+32.46 43.50' LT 82.02 LANDING 70+35.21 48.43' LT 82.11 LANDING, PT L5055O4 70+16.95 48.91' LT 81.91 MATCH EXISTING 70+16.81 43.91' LT 81.82 MATCH EXISTING RAMP 16 FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 1601 70+79.59 71.14' LT 82.26 MATCH EXISTING, PC 1602 70+84.06 64.79' LT 82.72 LANDING 1603 70+89.87 59.29' LT 83.11 LANDING 1604 70+99.96 53.60' LT 83.66 PT 1605 71+00.38 53.44' LT 83.68 WNG 1606 71+03.21 52.41' LT 83.92 AP, LANDING 1607 71+07.91 50.69' LT 84.23 LANDING 1608 71+09.97 49.94' LT 84.37 LANDING 1609 71+22.33 46.66' LT 85.17 PT, MATCH EXISTING 1610 71+05.28 58.04' LT 84.50 AP 1611 71+15.03 54.55' LT 85.14 MATCH EXISTING CURB RETURN TABLE R# DELTA RADIUS TANGENT LENGTH R23 51'30'50' 15.00' 7.24' 13.49' R24 29'05'00' 39.43' 10.23' 1 20.01' GENERAL CURB RAMP NOTES 65+00 WSDOT LIMITED ACCESS RAMP 17 FLC ® STATION I OFFSET ELEV DESCRIPTION 1701 70+34.77 18.49' RT 82.46 PC 1702 70+45.42 30.15' RT 82.98 RAMP 1703 70+45.30 32.15' RT 82.98 LANDING 1704 70+44.99 37.14' RT 82.91 LANDING 1705 70+44.63 43.13' RT 82.74 RAMP 1706 70+43.84 56.10' RT 82.62 LANDING 1707 70+44.59 60.16' RT 82.60 MATCH EXISTING 1708 70+37.61 59.73' RT 82.53 MATCH EXISTING 1709 70+37.85 55.74' RT 82.70 LANDING 1710 70+39.43 29.79' RT 83.05 PC, R=5.0' 1711 70+34.59 24.49' RT 83.04 PT 1712 70+28.59 24.31' RT 82.74 AP, TRANSITION PANEL 1713 70+20.67 21.60' RT 82.32 MATCH EXISTING 1714 70+20.77 18.07' RT 81.85 MATCH EXISTING 1715 70+28.77 18.31' RT 82.16 TRANSITION PANEL 1716 1 70+44.33 48.12' RT 82.75 LANDING/TRANSITION PANEL I. DATE BY APPR, REVISIONS 7 DPV KPF I ADDENDUM 3-HIGH-STRENGTH SIDEWALK CLARIFICATION CURB RETURN TABLE R# DELTA RADIUS TANGENT LENGTH R29 91'48'01" 11.00' 11.35' 17.62' R30 91'01'40" 3.00' 3.05' 4.77' R31 15611'30' 3.00' 14.23' 8.18, R32 33'41'36' 95.00' 28.77' 55.87' R33 14633'23' 3.00' 9.99' 7.67' R34 30'54'26' 82.00' 22.67' 44.23' PLAN 0 2.5 5 10 20 SCALE IN FEET 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 COMPUANCE 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. LEGEND CURB RAMP PAY OMITS CEMENT CONC. 0 HIGH -STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE Z RAMP 18 FLOWLINE POINTS ® STATION OFFSET ELEV I DESCRIPTION 1801 70+91.60 73.01' RT 83.11 MATCH EXISTING 1802 70+96.81 66.50' RT 83.32 RAMP 1803 71+02.90 60.32' RT 83.66 LANDING 1804 71+07.00 56.82' RT 83.90 LANDING 1805 71+20.59 48.02' RT 84.68 RAMP 1806 71+25.65 45.63' RT 85.02 MATCH EXISTING 1807 71+27.82 51.19' RT 85.60 PC, R=76.0' 1808 70+96.42 76.58' RT 83.51 MATCH EXISTING, BOW MEDIAN 3 FLOWLINE POINTS Q STATION OFFSET ELEV DESCRIPTION 1901 70+70.42 38.58' RT 83.71 RAMP 1902 70+70.57 33.58' RT 83.79 RAMP PC 1903 70+70.89 22.42' RT 84.17 1904 70+74.03 19.51' RT 84.41 PT 1905 70+82.08 19.88' RT 84.69 LANDING 1906 70+87.07 20.13' RT 84.84 LANDING 1907 71+17.72 21.55' RT 85.90 PC 1908 71+18.66 273V RT 85.76 PRC 1909 70+93.87 41.52' RT 84.27 RAMP 1910 70+90.05 44.74' RT 84.19 RAMP 1911 70+75.28 61.26' RT 83.49 PRC PT SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 1912 70+69.82 59.45' RT 83.46 1913 70+86.48 32.75' RT 84.40 1914 70+85.21 39.00' RT 84.30 1915 70+81.42 33.89' RT 84.31 SEE MEDIAN LAYOUT DETAIL, SHEET 7 i 20015PLN-RAMP04 dYaA/wy :tom 1,� FILENAME o K CRI CITY OF RENTON DESIGNED BY DATE _ " �, ® CONFORMED Public Warks Depaam nl CITY OF RENTON KFL 0DATE t pN Seattle j SW 43RD ST, W C/L TO SR 167 RAMPS DRAWN BY DATE {, 1 :rr .t cV 3131 EllW Avenue, S206 400 SET gppR F CONSTRUCTION -!^ KPF 0412025 Fy7�' SeaNe WA 96121 2062661640 �I h/-/•; CHECKED BY DATE A: Tacoma I Wenatchee I KPG.com BY OA E (/ CURB RAMP DETAILS SW 43RD ST & SR 167 INTERSECTION SOUTH LEG KPG PROJ. No 20015 I SHT 60 OF =7 1 EX22 SW 43RD ST EX21 VIDEO A 27+50 V[f11 E ....... 1 .r_ '4 11 (TYP) .1�L J 10 ADVANCE 17 LOOPS TYP PPB — — /W— P I 28+00 5 ADVANCE LOOPS 145 (TyP) J VD82 VD81 VD3i (TYP) CO) w t Ya t 1 I I �`"i i ,✓ O �I • w� m Ex � w .^. � s I. —a_. o I3 t3 13 L: 8 14 - 0 0 0 14 VD ,3 13 13 0 C', -� t6 l.oP z_ �. P It p y� i1 ,ice\ y11j (ce) VD41 VD42 1 V071 17 rN (TYP) 0 5 10 20 30 Q j 11 LOOOPPSANCE _ SCALE IN FEET _ CD 00 NO 'DATE BY APPR REVISIONS �`LiG�•:j, 20015PLN-SIGOt.tlwg S7` FILENAME EH 04025 _ CONFORMED DESIGNED BY DATE EH 0412025 r�. 1,,,, Seattle SET DRAWN BY DATE y, , . - /y 3131 EI6on Avenue, Suite 400 AP CHECKED BY DATE � �L t Q �� T- 1 A 98127 e I J'(L BY 4 VC 9 g .15 II -I 7 YD22 a _ 17 (TYP� I ; VD21 ; SW 43RD ST I 29+00 1— 7 i EX::'�CIA - -VD51 3 ADVANCE C.- EX61 11 LOOPS o � � EX SCOOT SYSTEM II CAMERA V 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. SIGNAL POLE & PPB SCHEDULE POLE STATION OFFSET POLE TYPE PPB ARROW DIRECTION Q1 8+87.7 49.4' LT PPB 29 RIGHT O 8+96.6 41.7' LT PS 48 RIGHT 0 8+98.5 38.6' RT PPB 49 LEFT ® 8+79.1 54.1' RT PPB 68 LEFT 0 7+94.9 53.3' RT ppB 69 LEFT © 7+84.3 44.1' RT PPB 88 RIGHT 7O 7+82.9 38.4' LT PPB 89 LEFT 08 8+04.4 58.3' LT PPB 28 RIGHT EXISTING PHASE SEQUENCE DIAGRAM OLA OLB EXISTING EVPE SCHEDULE - 1 z 02 ` 004 05 m7' 08 06 # I PHASES 1 01 & 06 2 02 & 05 3 03 & 08 4 04 & 07 _ � 1 OLC OLD PROTECTED TURN TYPE - VEHICLE MOVEMENT ; MOVEMENT PEDESTRIAN MOVEMENT _ FLASHING YELLOW ARROW TURN MOVEMENT EXISTING SIGNAL HEAD ASSIGNMENTS O 12" D 12" O 12" Y 12" Y 1 2" rl FLASHING 117 rol 12 Q i2- VEHICLE HEADS: VEHICLE HEADS: PEDESTRIAN HEADS: # EX11/OLA, EX31/01-B, k EX21, EX22, EX41, # EX28, EX29, 48, EX49, EX51/OLC & EX71/OLD EX42, EX61, EX62, EX81 EX68, EX69, EX88 & & EX82 EX89 CITY OF RENTON I SIGNALIZATION PLAN Public Works Depart"" CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPS DA� SW 43RD ST & OAKESDALE AVE SW t CONSTRUCTION 1 " KPG PROJ. No 20015 SHT 61 OF 0 a CONSTRUCTION NOTES O O 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, ® O 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 © 0 CONTROLLER CABINET PER HARE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PROVISIONS. O 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. 0 FURNISH AND INSTALL TYPE PPB SIGNAL POLE AND CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 IN CONTRACT PROVISIONS, VOLUME 1, APPENDIX 8 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. Og EXISTING SIGNAL POLE TO REMAIN (PROTECT POLE AND FOUNDAPON C;1R ^ G CONSTRUCTION). REMOVE AND SALVAGE ONE EXISTING PEDESTRIAN SIGNAL HEAD, BRAC'KF T. 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. 10 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. 11 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. 12 EXISTING JUNCTION BOX TO REMAIN. ADD NEW CONDUIT AND ADJUST TO PROPOSED GRADE. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. 13 FURNISH AND INSTALL 1-INCH YELLOW RETRO REFLECTIVE TAPE (TYPE IV PRISMATIC SHEETING) AROUND THE FRONT PERIMETER OF EXISTING BACKPLATE. 14 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 MARE 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. 15 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 RANGNG FROM 1-1/2' TO 3') TO PROVIDE REQUIRED CLEARANCE 8--KEEN LID AND TOP OF CONDUITS PER STANDARD SPECIFICATIONS. INSTALL CONDUIT SLEEVES AND BELL ENDS AND INSTALL NEW CONDUITS PER MARE NOTES, THIS SHEET. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. 16 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. 17 VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). EXACT LOCATION AND NUMBER OF ZONES SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 18 CITY SIGNAL STAFF TO VERIFY EXISTING ROUTING AND AVAILABILITY OF CONDUIT AND JUNCTION BOX PRIOR TO NEXT SUBMITTAL. 19 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 HARING. SEE SPECIAL PROVISIONS. VIDEO DETECTION SCHEDULE - SW 43RD & OAKESDALE ® 1 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 LEG INSTALL NEW APEX VECTOR HYBRID CAMERA VD SOUTH SALVAGE EXISTING CAMERA TO THE CITY INSTALL NEW APEX VACTOR SW 3 WIRE PAK WIRE NOTES ®RACEWAY/ CONDUIT CONDUCTORS SIZE COMMENTS 1 1" 1-2CS 2 2" 1-5C, 1-2CS 3 EXIST• EXIST, 1-VIDEO REMOVE UNUSED WIRING 4 EXIST* EXIST, 1-VIDEO, 2-2CS REMOVE UNUSED WIRING 5 EXIST' EXIST, 2-VIDEO, 4-2CS REMOVE UNUSED WIRING 6 EXIST; EXIST, 4-VIDEO, 8-2CS, 1-5C REMOVE UNUSED WIRING 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 HARING 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. - --r— EX89 —�� / \ G VIDEO (TYP) 15 EX MVP 12 VD11/01A -�Y 49+50 S 43Fk0ST'''_-.....•••••...I.- 51 ..........�_ 2 ADVANCE 1 • ........ �� LOOPS i 1 / _ w62/OLD /L a 0 5 10 20 30 SCALE IN FEET s F2 ADVANCE LOOPS 1 3 (rrP) rn > t5 (T) G • z J w33 VDp2 /'E129 P PPB 52 :x22 tfB EX51 0 t 1 G_9 6 — sc• — so —o— .� —P —40001samit LO— — PPB o .. _ __�.. =XJ:9 119 EX SCOOT 1 8 I ' X.:B SYSTEM — \ _CAMERA , i j (TYP) \ � 9 u (O \ \y 1 ( ) t ADVANCE LOOP 9L _� 1 I 20015PLNSIG01 dwg *bk FILENAME EH 042025 DESIGNED BY DATE EH 042025Seattle DRAWNBY DATE 3131 Elliott Avenue, Suite4 Jl42025Seatde,WA9B121 2D62 CHECKED BY DATETacoma I Wenalchee I KI P — t9 P — R 1 1 -_�22/0LB I5 (TYP) 12 ADVANCE LOOPS VD21/OLB �. 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 64. FOR LEGEND & GENERAL NOTES, SEE SIGNAL DETAILS, SHEET 69. SIGNAL POLE $ PPB SCHEDULE POLE STATION OFFSET POLE TYPE PPB f ARROW DIRECTION 01 50+06.4 53.0' LT PPB 39.99 LEFT, RIGHT 02 50+99.6 48.8' LT PPB 98 RIGHT Q3 51+09.1 41.2' LT PPB 49 RIGHT ® 50+89.2 49.4' RT PS 118 RIGHT 05 50+11.0 47.3' RT PPB 119 LEFT ©1 50+03.3 41.1' RT PPB 38 RIGHT EXISTING PHASE SEQUENCE DIAGRAM 01 1 09 �► 02 ,LB1 03 04 �I OLA _(FYA) 4 OLD_ (OFYA) NOT USED NOT USED OLD- 1 m5 011 07 1 08 EXISTING EVPE SCHEDULE N I PHASES 1 01 & OLD 2 05 & OLB 3 03 4 04 � VEHICLE MOVEMENT il, `YA) % �\ % A51/OLC\ 51+50 — PEDESTRIAN MOVEMENT /:•- •� �_>�: 1�_�/ PROTECTED TURN TYPE MOVEMENT —�� HDEa CEXISTING SIGNAL HEAD ASSIGNMENTS --�I—I ExfiiOLD x, EX SYSSCOOT � IEM � 12* O 12" O 12" CAMERA CX621," Q 12' O 12" O 12„ Q12' O 12" • 12„ Tr�1r �17 12„ l PPB ry VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEAD: PEDESTRIAN HEADS: ® 4� _ # EX11, EX31, # EX21, EX22, EX32 EX38, EX39, --X48, EX41, & EX51 EX33, EX42, EX49, EX98, EX99, 118, --SD — EX43, EX61 & & EX119 EX62 14 g 10 - KENT CITY LIMIT I CONSTRUCTION NOTES O 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. 00 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, MEET 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-20.111N 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. OS © 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 HARING 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. Q 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. Q 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. O EXISTING VEHICLE DETECTION LOOPS AND STUBOUTS FOR ALL APPROACHES SHALL BE ABANDONED OR REMOVED BY GRINDING. REMOVE EXISTING UNUSED 2CS HARING TO THE CONTROLLER. DISCONNECT LOOP SPLICES IN JUNCTION BOX PRIOR TO GRINDING. 10 EXISTING 3- SIGNAL CONDUIT IS CRUSHED AT JUNCTION BOX. INTERCEPT EXISTING CONDUIT AND REPAIR AND REINSTALL TO EXISTING JUNCTION BOX. 11 FURNISH AND INSTALL 1-INCH YELLOW RETRO REFLECTIVE TAPE (TYPE IV PRISMATIC SHEETING) AROUND THE FRONT PERIMETER OF EXISTING BACKPLATE. 12 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. 13 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 HIRING 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. 14 EXISTING JUNCTION BOX TO REMAIN. ADD NEW CONDUIT AND ADJUST TO PROPOSED GRADE. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. 15 VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). EXACT LOCATION AND NUMBER OF ZONES SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. i6 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. t*t ctcA.ty1. N 34 : RaYkh„ 1g A' VIDEO DETECTION SCHEDULE - SW 43RD & LIND I , LEG EXISTING NEW VA VB WEST SALVAGE EXISTING CAMERA TO THE CITY INSTALL NEW APEX VECTOR HYBRID CAMERA _ 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 NOTES RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 1' 1-2CS 2 1' 2-2CS 3 2' 1-2CS, 1-5C 4 EXIST* EXIST, 1-VIDEO REMOVE UNUSED WIRING 5 EXIST* EXIST, 1-VIDEO, 1-2CS REMOVE UNUSED WIRING 6 EXIST* EXIST, 1-VIDEO, 2-2CS REMOVE UNUSED WIRING 7 EXIST* EXIST, 1-VIDEO, 2-2CS, 1-5C REMOVE UNUSED WIRING 8 EXIST* EXIST, 2-VIDEO, 4-2CS, 1-5C REMOVE UNUSED WIRING 9 EXIST* EXIST, 4-VIDEO, 8-2CS, 1-5C REMOVE UNUSED WIRING NOTES: 1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH 80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND HARE. 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. EXISTING PHASE SEQUENCE DIAGRAM EXISTING SIGNAL HEAD ASSIGNMENTS - 01 02 _ II03 0411 05 NOT USED 07 NOT USED 08 06 12 12' R 12. • i2. 12. • t2• h rlrlrp' I / • 12' • 12' O 12. � c � VEHICLE MOVEMENT G - - - - PEDESTRIAN MOVEMENT PROTECTED TURN TYPE VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEAD: PEDESTRIAN HEADS: MOVEMENT # EX21, EX22, # EXi1, EX32, # EX81/31 # EX28, EX29, EX48, EX41, EX42, EX51 & EX71 EX49, EX68, EX69, EX88, - — R/ EX61, EX62 & & EX89 EX82 ` !0, 8 ADVANCE LOOPS 13 j 21 l�O� 4 (TYP) VD32 VD31 w33 vV� 7 ' 11 E _ ._ � PB 48 a —P P Pro1 1 �, 8 Ex3 _ o s 1 EX22 EX21 1 vv— VA VIDEO A 60+00 19 60+50 Ab : xFVPF 26 EX EVPE 1 EX51 13 VD61 8 ADVANCE LOOPS - — - 19 - - E C - - - — VD62 VD r 1, 2 \_ 16.x1FA Ex RT7 9 X per- TYP P -P 1 ' p VD22 .............. I 1 :. ..... / •....-. -- 13 5 ADVANCE LOOPS \----------- � 1 w51 � 1 4 1 SW 43RD ST �— 61+50 - (TYP) PB 49 PPB 88/ _ _ Ex E%49 1 sY. ---- • � O e PPB 69 p 9 9 21 �,� 3 — R/w 68 15 2 10 / L YD41 VD4ws 2 SIGNAL POLE & PPB SCHEDULE 2 ADVANCE LOOPS \� EXISTING TRAFFIC SIGNAL SYSTEM SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE ' OFFICER SHALL DIRECT TRAFFIC. NO DATE BY APPR FOR VIDEO DETECTION SCHEDULE, CONSTRUCTION NOTES AND WIRE NOTES, SEE SHEET 66. FOR LEGEND & GENERAL NOTES, SEE SIGNAL DETAILS, SHEET 69. REVISIONS KENT CITY LIMIT N' 0 5 10 20 30 SCALE IN FEET 20015PLN-SIG01.d.9 FILENAME EH °DATE +. CONFORMED DESIGNED BY EH DRAWN BY 0412025 DATE 4 pN '�y: �4 Seattle 3131 Elhon Avenue, Suite 400 SET JC 042025 Uy�.4L t f•+` �' SeaMe WA 98121 206 266 1640 Ap., CHECKED BY DATE �.~ Tacoma I W... lchce 1 KPG com By POLE # STATION OFFSET POLE TYPE PPB ARROW DIRECTION 60+91.9 33.8' RT PPB 49 LEFT O 60+68.0 48.3' RT PPB 68 RIGHT 0 59+86.1 44.3' RT PPB 69 LEFT ® 59+80.1 31.6' RT ppB 88 RIGHT O 60+15.8 36.8' LT ppB 89 LEFT © 60+45.5 42.0' LT PPB 28 LEFT 7O 61+31.9 46.1' LT PPB 29 LEFT 0 61+32.3 34.9' LT PPB 48 RIGHT EXISTING EVPE SCHEDULE # PHASES 1 01 & 06 2 02 & 05 3 03 4 04 CITY OF RENTON SIGNALIZATION PLAN Public Works Department CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPS SW 43RD ST & E VALLEY HWY lt.CONSTRUCTION /// ! ) DATE � KPG PROD. No. 20015 SHT 65 OF CONSTRUCTION NOTES 0 FURNISH AND INSTALL TYPE PPB SIGNAL POLE AND FOUNDATION PER WSDOT STD PLAN 1O © 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. O O 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, ®O 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 7O 8Q PER WIRE NOTES, THIS SHEET. PUSH BUTTON ORIENTATION SHALL BE VE,,RiPEC IN THE PRESENCE OF THE ENGINEER PRIOR TO DRILLING HOLES. SEE SPECIAL PtiO,1SON0. O 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. OPROTECT EXISTING LUMINAIRE POLE, FOUNDATION, AND ALL ASSOCIATED 10 EQUIPMENT/CONDUIT/WIRING DURING THE CONSTRUCTION. 11 EXISTING VIDEO DETECTION POLE TO REMAIN. PROTECT POLE, FOUNDATION, AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING DURING CONSTRUCTION. 12 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. 13 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. 0 JUNCTION BOX TO MATCH SLOPE OF PROPOSED RAMP. REMOVE EXISTING JUNCTION BOX AND FURNISH AND INSTALL TYPE 8 JUNCTION BOX NTH 15 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/WRING/CONNECTIVITY DURING CONSTRUCTION. 16 REMOVE EXISTING AND FURNISH AND INSTALL JUNCTION BOX MATH NON-SKID LID PER WSDOT STD PLAN J-40.10. PROTECT EXISTING CONDUIT/WIRING/CONNECTIVITY DURING CONSTRUCTION. 17 INSTALL 1-INCH YELLOW RETRO REFLECTIVE TAPE (TYPE IV PRISMATIC SHEETING) AROUND THE FRONT PERIMETER OF EXISTING BACKPi ATE. 18 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. 19 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 CDR 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. 21 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 NTH 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 WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 1' 1-2CS 2 EXIST* EXIST, 1-VIDEO REMOVE UNUSED WIRING 3 EXIST* EXIST, 1-VIDEO, 2-2CS EXIST, 2-VIDEO, 4-2CS EXIST, 3-VIDEO, 8-2CS REMOVE UNUSED WIRING 4 EXIST* REMOVE UNUSED WIRING 5 EXIST* REMOVE UNUSED WIRING 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 #'B 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 HARING THAT IS IN USE AND IS TO REMAIN. REMOVE EXISTING LOOP WIRING TO CONTROLLER. 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 0 0 a �Q oc � t11 0 a _ t5 P_ 0 7 ® FX68 -- x ,I -- - 6 EX43 x x P P— d d 1 d m d d o v8 > w 10 VA 11 VIDEO A 16 w WSDOT LIMITED ACCESS EX62 t EX SCOOT SYSTEM CAMERA- -EX EVPE 1/2 -- - - - EX61 --✓r w51 v 1.__..._.. P J�J-..----_ .....' ( ) o O \ EX51 65+00 r--� r--� 70+-00.......... 6 ADVANCE I Il 70+50 11 VC VID I L-- aNT CITY UMIT 1 1 1 1 1 5 1 13 1 d - VD63 2 ADVANCE LOOPS yt � . / 1 iT1fR �- 8 -------------------- I I w21 -- -- - - — _ — 1+50- - r--_1 r---1 IG _ + v - -- o / o I o 00 L — — J w22 10 — --- -- ---- - - --- EX49 ro l - I - - 9 29 - P8 4 _ 49 - - 1 PPB _- _..1 / �1 28 P — SIGNAL POLE & PPB SCHEDULE POLE $ STATION OFFSET POLE TYPE PPB it ARROW DIRECTION Q 70+29.0 48.9' LT PPB 68 RIGHT Q2 70+87.1 25.1' RT PPB 49 LEFT O3 70+77.8 39.0' RT PPB 28 RIGHT EX 70+90.8 72.2' LT EX PS 69,48 LEFT, LEFT EX 70+38.8 34.1' RT EX PS 29 LEFT — I w71 w4114 OQ�'P ►�6� (TYP) I a I 0 5 10 20 l` 'm ® I 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 68. FOR LEGEND & GENERAL NOTES, SEE SIGNAL DETAILS, SHEET 69. EXISTING PHASE SEQUENCE DIAGRAM 01 02 03 04 NOT I NOT USED USED _ NOT NOT ki USED USED 05 06 07 08 - VEHICLE MOVEMENT r- PEDESTRIAN MOVEMENT PROTECTED TURN TYPE MOVEMENT EXISTING EVPE SCHEDULE # PHASES 1 04 2 04 3 06 4 02 EXISTING SIGNAL HEAD ASSIGNMENTS O 12' O12 • 12 12 Y rlrlr I / O 12- O 12 � 12" t � I l F12- • 12 12� - VEHICLE HEAD: VEHICLE HEADS: VEHICLE HEADS: PEDESTRIAN HEADS: # EX41 # EX21, EX22, # EX51, EX42 & # EX28, 29, 48, EX61 & EX62 EX43 EX49, EX68 & 69 SCALE IN FEET REVISIONS 20015PLNSIG01.Owg FILENAME FILENAME EH o4ao25 l` �I�A•1' �N 4. CONFORMED CITY OF RENTON CITY OF RENTON SIGNALIZATION PLAN DESIGNED BY DATE Pubbc Walk. Dapartmenl SW 43RD ST & SR 167 RAMPS EH 04R025 a �y,� ry Seattle SET SW 43RD ST W C/L TO SR 167 RAMPS DRAWN BY DATE 04r2025F �- ` 3131 Elliott AVanlle,SUIle400 Le. WA 98121 APP ,F R CONSTRUCTION / �/� t s KPG PROJ No 20015 SHT 67 OF 77 CH2861640 ECKED BV DATE A�0 Tacoma I nalchee I6KPGcom By DA CONSTRUCTION NOTES WIRE NOTES (D OO CONSTRUCT FOUNDATION AND INSTALL TYPE PPB SIGNAL POLE MATH CURB BASE PER WSDOT O 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. O 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. O 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 HARING. 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. O EXISTING VEHICLE DETECTION LOOPS FOR ALL APPROACHES SHALL BE ABANDONED OR REMOVED BY GRINDING. REMOVE EXISTING UNUSED 2CS WIRING TO THE CONTROLLER. DISCONNECT LOOP SPUCES IN JUNCTION BOX PRIOR TO GRINDING. Og 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. 10 FURNISH AND INSTALL 1-INCH YELLOW RETRO REFLECTIVE TAPE (TYPE IV PRISMATIC SHEETING) AROUND THE FRONT PERIMETER OF EXISTING BACKPLATE. 11 FURNISH AND INSTALL MDEO 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. 13 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 HARING PER WIRE NOTES, THIS SHEET. PROTECT EXISTING CONDUIT/HARING/CONNECTIVITY DURING CONSTRUCTION. 14 VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). EXACT LOCATION AND NUMBER OF ZONES SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 15 REMOVE EXISTING JUNCTION BOX AND COMPACT AND FILL VOIDS PER SPECIAL PROMSONS. SPLICE EXISTING SIGNAL CONCU TS AND REROUTE TO NEW JUNCTION BOX PER WIRE NOTES, THIS SHEET. REFEED EXISTING WIRING. 16 EXISTING VIDEO DETECTION CAMERA TO REMAIN. SEE VIDEO DETECTION SCHEDULE, THIS SHEET. REVISIONS RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 1' 1-2CS 2 2" 1-5C, 1-2CS 3 2" 2-5C, 2-2CS 4 EXIST' EXIST, 2-5C, 2-2CS REMOVE UNUSED WIRING 5 EXISTS EXIST, 1—VIDEO REMOVE UNUSED WIRING 6 EXIST* EXIST, 1—VIDEO, 1-5C, 3-2CS REMOVE UNUSED WIRING 7 EXIST• EXIST, 1—VIDEO, 2-2CS REMOVE UNUSED WIRING 8 EXIST* EXIST, 2—VIDEO, 3-5C, 6-2CS REMOVE UNUSED WIRING 1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH 80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND HARE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN /8 All 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 SZE SHOWN IS APPROXIMATE. FIELD VERIFY. 6. UNLESS OTHERWISE NOTED, EXIST CONDUIT IS PVC. • RACEWAY CONTAINS EXISTING (WRING THAT IS IN USE AND IS TO REMAIN. REMOVE EXISTING LOOP WIRING TO CONTROLLER. 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 20015PLN-SIG01,tlw9 FILENAME EH 042025 DESIGNED BY DATE EH 042025 DRAWNBY DATE JC 042025 CHECKED BY DATE I Seattle 3131 Elliott Avenue Suite 400 Seattle WA 98121 2062861640 Tacoma I Wenatchee I KPG.cam CONFORMED SET CITY OF FENTON Public Works Department CONSTRUCTION CITY OF RENTON SIGNALIZATION PLAN SW 43RD ST, W C/L TO SR 167 RAMPS SIGNAL NOTES SR167 KPG PROJ No 20015 1 SHT 68 OF 77 LEGEND GENERAL NOTES EXISTING MEW DESCRIPTION 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL TYPE III SIGNAL POLE WITH MAST ARM AND LUMINAIRE PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. TYPE II SIGNAL POLE 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE ® • TYPE I OR TYPE PS SIGNAL POLE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE ® • TYPE PPB SIGNAL POLE WITH APS UNIT BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. �D �► VEHICLE SIGNAL HEAD 3. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE - PEDESTRIAN SIGNAL HEAD MANAGER ERIC CUTSHALL AT (425) 430-7423. EMERGENCY VEHICLE PRE-EMPTION DETECTOR (EVPE) 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL SIGNAL MAST ARM MOUNTED SIGN LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. a PTZ CAMERA 5. ALL NEW FOUNDATION LOCAl10N5 SHALL BE APPROVED BY THE I= VIDEO DETECTION CAMERA ENGINEER PRIOR TO EXCAVATION. ; VEHICLE VIDEO DETECTION ZONE 6. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT r-�' LIDS AND FRAMES. 1-1 U VEHICLE DETECTION LOOP 7. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE ®m m 091111 JUNCTION BOX TYPE 1, 2, 8 SECURELY AND COMPLETELY COVERED WITH BLACK MATERIAL WHILE NOT IN OPERATION. ® TRAFFIC SIGNAL CONTROLLER CABINET 8. REMOVE ALL EXISTING UNUSED WIRING ASSOCIATED WITH THE EXISTING ® _ _ _ - ELECTRICAL SERVICE CABINET SIGNAL SYSTEM UNLESS NOTED OTHERWISE IN THE PLANS. CAP AND ABANDON ALL EXISTING CONDUIT, EXCEPT ALL EXISTING CONDUIT IN CONDUIT CONFLICT WITH THE NEW SYSTEM SHALL BE REMOVED UNLESS NOTED Q POLE CONSTRUCTION NOTE OTHERWISE IN THE PLANS. 9. APS PUSH BUTTON CONTROL FACES SHALL BE INSTALLED PARALLEL O CONSTRUCTION NOTE TO THE CROSSWALK SERVED. ORIENTATION AND LOCATION OF APS Q WIRE NOTE STYLE PEDESTRIAN PUSH BUTTONS SHALL BE AS SHOWN ON THE PLANS AND SHALL BE FIELD VERIFIED WITH THE CITY ENGINEER PRIOR O VIDEO DETECTION NOTE TO INSTALLATION. UNPAVED AREAS - - PAVED AREAS 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 ISOMETRIC VIEW ELEVATION VIEW EXAMPLE OF REPAIR FROM PPB LOCATION - )I' AND V DIAMETER HOLES SHOWN 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 SPECIFICA110N 9-08.1(2). 6. APPLY TWO COATS. PAINT SHALL BE DRY BEFORE APPLYING SECOND COAT. FOR NATIQ:AL. PIPE 1HREA.DS: 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. HOLE REPAIR PROCEDURE - BOLT HOLE SIZE 1/2 INCH DIAMETER OR LESS NTS { N 2' 2' MIIJ MIN VARIES _ ASPHALT PAVEMENT RESTORATION, FOR DEPTHS SEE ROADWAY CROSS SECTIONS, SHEET 5. 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 VATH 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). TRENCH SECTION FOR ELECTRICAL CONDUIT NTS 10- � I 0 10 20 40 60 SCALE IN FEET SW 43RD ST TRIPLE G HOLDINGS LLC %%% EXIST ROW PARCEL - 3623049115 STOP EXIST BUS STO/ — — — — P LOCATION STA 17+01.60 21 8 8.02 LT \ R 00 SIA 1C+J 21 3 2.9' LT b� SW 43RD ST 3 0 w m w N I z 0 z z 0 U 0 O 19 - —I ~ w z _ S FU- �1 ¢ STA 17+01.58 L g :3-5.75' RT APPROX EXIST BUS STOP LOCATIONJ . 7835 S 180TH ST GATEWAY SPRINGBOOK LLC PARCEL - 1253710050 0 10 20 40 60 SCALE IN FEET �yP. YAN�Y O,. ptn A' 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 k 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 CDR 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 ❑3 INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER COR STD PLAN 109. ❑5 INSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. ❑6 INSTALL MMA PROFILED PLASTIC TWO-WAY LEFT -TURN CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. 21 INSTALL BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO HYDRANT PER COR STD PLAN 310.3. 0 10 20 40 60 SCALE IN FEET SW 43RD ST TRIPLE G HOLDINGS LLC EXIST ROW PARCEL - 3623049045 —� — — — — — — — — STA 24+74.1 8 _ 3 3. LT21 3 8 3.1 RT 7835 S 180TH ST GATEWAY SPRINGBOOK LLC PARCEL - 1253710050 1250 SW 43RD ST MP-WALLC — PARCEL - 3623049114 — STA 25+57.38 5 6 6.36' LT 21 0 10 20 40 60 SCALE IN FEET ST 21+57. T RT R SW 43RD ST w x N O Lo t0 N H N Lu J x H Q 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. 0 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND w POST BASES PER CITY OF RENTON STD PLAN 129. METAL MOUNTING m BANDS do HARDWARE, METAL POSTS, POST SUPPORTS, AND BACK OF w NO PARKING SIGNS SHALL BE PAINTED BLACK. N 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION PLANS, z 0 SHEETS 15-21. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED z GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY z CENTERLINE. 8. PAVEMENT MARKINGS SHALL CONFORM TO CDR 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 CDR STD PLAN 109. rIINSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT -- WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. aINSTALL MMA PROFILED PLASTIC TWO-WAY LEFT -TURN CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. II o INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. 21 INSTAL" BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO HYDRANT PER CDR STD PLAN 310.3. I- I...I w x 0 Ln N Z x U LJ17.1' LT 1200 SW 43RD ST C 7-ELEVEN PARCEL - 3623049108 L EXIST ROW 1 5 STA 27+77.0 6.4' LT t-APPROX EXIST BUS STOP LOCATION 3 STA 27+67.2 3.3 LT STA 27+00.7 3 f 3.3' LT f 21 LLl STA 28+48.4 5 STA 28+38.0 Q 84.6' LT 84.6' LT I G to UJ STA 28+45.9 3 STA 28+27.0 82.9' LT LLLJ Q Q 81.1 LT STA 28+59.4 8 STA 28+37.7 I O T LT STA 2 2 61.9' LT 5 1 T 81.7' LT STA 28+26.7 62.2' LT STA 28+59.3 8 1001 SW 41ST ST ADVENTURE 2000 LLC STA 28+11.8 11' 1P 11.5' 11' 61.3 LT STA 29+01.9 1 PARCEL - 3623049112 61.9 LT 11 31. LT STA 29+02.1 8 16.8' LT STA 29+02.3 - \ 5.8 LT 7 STA 30 5.8' LT o SW 43RD ST --ren or.. 4, f-1STA 27+76.9 I 155RT '-Jv ml HI8STA 27+76.9 16.9 RT 7979 S 180TH ST 1 S R 2 R INVESTMENTS LLC 32.8 RT PARCEL - 3623049086 >- o - m r w w v) I QO N Z 0 F 0 U 8009 S 180TH ST SEBCO INC ATTN JAY AYERS PARCEL - 3623049100 ";27+L93u3 :TA 28+83.73 LT A 28+85.5o .1' LT r • 28+00 M � rAp-1 + SW 43RD ST g STA 27+93.0 2 g !28+�71J*4 TA 28+86.8 41.2 RT T r 48 28+00.7 2 STA48.5' RT 47i RT - a �29+09..O 8009 5 180TH ST .SEBCO INC ATTN JAY AYERS KENT / \ PARCEL - 3623049100 LI TM / \ STA 29+02.5 5 1 STA 28+18.3 STA 28 4.8 6.1' RT 64.4 RT ' 63 5 JZ I \ STA 29+01.0 8 STA 28+29.1 r / STA2R51.7 24 t7.2' RT 64.2' RT 11.5' 11' 11 11 8 76A 288T 31.5 i 1.5' 1L STA 28+40.7 23 ` + W 64.1' RT STA 28+51.7 \ STA 28+17.9 > 24 94.4' RT Q I 76.3 RT STA 28+28 5I STA 28+40.6 23 95.1' RT � 95.0' RT ,rri.J z 1 8 SW 43RD ST - r 31+91.0 3 a8 R EXIST ROW 0 10 20 40 60 SCALE IN FEET TA 6 21 S3.7 LT34+26.7 e � 1� 0 10 20 40 SCALE IN FEET r� In Seattlf r� 3131 Elh� Seattle A. Tacoma 0 STA 3040.9 2RT 8041 5 180TH ST I SKACEL PROPERTIES LLC 60 PARCEL - 3623049101 ti o a� J w m • w En 31 z 0 F Z F " o U 0 'n�APPROX EXIST BUS STOP LOCATION 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 k 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 CDR 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 El INSTALL 16" MMA PLASTIC STOP LINE PER COR STD PLAN 128. �2 INSTALL 12' PLASTIC MMA CROSSWALK LINE PER COR STD PLAN 128. INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER CDR STD PLAN 109. OINSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. ©INSTALL MMA PROFILED PLASTIC TWO-WAY LEFT -TURN CENTERUNE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. MINSTALL MMA PROFILED PLASTIC WIDE LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. EflINSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN 109. 21 INSTALL BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO 2 HYDRANT PER CDR STD PLAN 310.3. 22 INSTALL PLASTIC DOUBLE YELLOW CENTERLINE PER COK STD PLAN 6-74. 23 INSTALL PLASTIC WHITE WIDE LINE PER COK STD PLAN 6-74. 24 INSTALL PLASTIC WHITE LANE LINE PER COK STD PLAN 6-74. 25 INSTALL THERMOPLASTIC TURN ARROW PER COK STD PLAN 6-76. 0 10 20 40 60 SCALE IN FEET 800 SW 43RD ST 800 SW 43RD ST EXIST ROW IKEA NORTH AMERICA SERVICES IKEA NORTH AMERICA SERVICES — — — PARCEL - 3623049113 APPEXIST BUS PARCEL - 3623049113 STOP — — STOP LOCATION I -- 21 8 -- STA 42+23.3)� 6 21 3 ETA LT+63.1 4.2' LT LJ t LLj m • ® ® • — ¢ SW 43RD ST • w w N 41+00" 42+0 43+00 44+00 45 Z - O _ APPROX EXIST BUS STOP LOCATION 8 J42+38.7 8441 S 180TH ST 6 3STA 44+78 0.GENUINE PARTS CO 2 RT PARCEL - 3123059129 0 10 20 40 60 SCALE IN FEET 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. 3 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STD PLAN 129. METAL MOUNTING m BANDS & HARDWARE, METAL POSTS, POST SUPPORTS, AND BACK OF w NO PARKING SIGNS SHALL BE PAINTED BLACK. N 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION PLANS, Z SHEETS 15-21. 0 ¢ 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED z GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY z CENTERLINE. CD 8. PAVEMENT MARKINGS SHALL CONFORM TO CDR 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 DINSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER CDR STD PLAN 109. INSTALL MMA PROFILED PLASTIC TWO-WAY LEFT -TURN CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. L8f o INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED 1 PAVEMENT MARKERS PER CDR STD PLAN 109. 2i INSTALL BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO HYDRANT PER CDR STD PLAN 310.3. EXIST ROW GENERAL CHANNELIZATION & SIGNING NOTES (� j © 3 STA 47+26.2 STA G. 47+73.2 1 REMOVE ESANDBLAALL ALL CONFLICTING CHANNELIZATION VIA -� _ 45 LT 21 7.4' LT 6 APPRIM EMT BUS STOP LOCATION 2. EXISTING SIGNS IN PROJECT AREA TO REMAIN IN PLACE UNLESS e= OTHERWISE NOTED. 0 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON w w STANDARD PLANS UNLESS OTHERWISE NOTED. •. K ® ® DO N _ w 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. o w r0o 46+0o N 47+00 +00 49 `n 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STD PLAN 129. METAL MOUNTING Z BANDS & HARDWARE, METAL POSTS, POST SUPPORTS, AND BACK OF N SW 43RD ST ¢ NO PARKING SIGNS SHALL BE PAINTED BLACK. t z 6 FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND ® ® ® z OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION PLANS, x o SHEETS 15-21. U U 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED STA 47+72.9 6 GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY &0 RT _ CENTERLINE. g STA 47+38.6 8 PAVEMENT MARKINGS SHALL CONFORM TO COR STD PLAN 109 8621 S 180TH ST 2.4' RT 3 LONGITUDINAL PAVEMENT MARKINGS SHALL BE PROFILED METHYL KNUDSON INVESTMENTS LLC METHACRYLATE (MMA) PLASTIC. PAVEMENT SYMBOLS, CROSSWALK PARCEL - 3123059121 MARKINGS AND STOP BARS SHALL BE MMA. 7 STA 50+45.9 / 0 10 20 40 60 93.3 LT N SCALE IN FEET STA 50+34.9 / C LU > 7 911' LT Q STA 50+58.00 STA 50+45.7 93 4 LT TA 12 SLT Z STA 50+56.4 3 4 71.50+25.3 1:'. J 72.9 LT 71.9' LT STA 50+46.2 1 STA 50+69.20 CHANNELIZATION & SIGNING NOTES 7 56.7' LT 80.7' LT 11 11' 12' 11' 11 STA 50+57.9 �1 INSTALL 16" MMA PLASTIC STOP LINE PER COR STD PLAN 128. 7 STA 50+35.2 57.2' LT 5 1 STA E4 INSTALL 12" PLASTIC MMA CROSSWALK LINE PER CDR STD PLAN 128. STA 50+69.2 8 4208 LIND AVE SW STA 50+19.5 57.6' LT INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER CDR STD PLAN 1 ZV COMPANY INC ❑3 55.6' LT n \ STA 51+14.2 1 PARCEL - 3926800010 EXIST ROW 109 STA 49+96.0 STA 49+i0.2 320' LT i - - - INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SR PER COR STD PLAN 1 5 8 STA 51+14 2 Z109. 6.0' LT 17.8' LT' \� \ 8 _/ 181 LT _ _ ❑ INSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT a - 21 w 5 WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. 0 3 4.7 LT 'n STA 52+03.4 7 STA 52+73.3 6 = m STA 51+143 6.6' LT 6.7' LT 6 INSTALL MMA PROFILED PLASTIC TWO-WAY LEFT -TURN CENTERLINE a STA 49+11.5 3 1 0 ❑ SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER COR STD PLAN w 4.7 LT STA 50+13.0 STA 50+94.1 7.1' LT + 109. N 2 2 42.4' LT v 38.5' LT STA 50+98.0 7 INSTALL MMA PROFILED PLASTIC WIDE LANE LINE SUPPLEMENT WITH Z a 0 2 36.3' LT w e RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. F STA 50+47.6 a�/ _ N 8 INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED 17 26.9' LT % Z PAVEMENT MARKERS PER COR STD PLAN 109. F 00 00 f 5 +00 2+ 0 SW 43RD ST 53+00 N 4 x 12 MMA TRAFFIC ARROW TYPE 3SL CDR STD PLAN 109. 0 0 .MSTA 50+98.2 � L) STA 50+11.6 2 + LJ 36.0' RT o0 33.8' RT 14 INSTALL WIDE DOTTED LANE LINE PROFILED PER COR STD PLAN 109. v � STA SRT17.3 2 • .. I - N s 17 INSTALL DOTTED EXTENSION LINE PROFILED MMA PER COR STD PLAN 109. ESTA 50+78 17 - O INSTALL BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO 11.6 RT 21 HYDRANT PER CDR STD PLAN 310.3. STA 49+07.5 STA 49+91�-..- J52+73.07 5.1 RT 7 8 16.0 RT /2.4' RT STA 21.9 3 2 6A RT+� B 3 STA 53 I. 14 6 STA 49+95.9 STA 51+14.3 APPRO281' RT50 \ KENT,CITY LIMIT US STOP - 4.9' RT 5 1 8815 S 180TH ST LOCATI18129 EAST VALLEY HWY SSTA 49+95.5 N STA 50+81.5 2SARBAT DA BHALA V INC29.3 RT 40.4' RT PARCEL - 3123059097 ORILLIA STATION SHOPPING CEj PARCEL - 3123059033 STA 51+14.4 8 5 6 S Q STA 50+77.1 15.9' RT 5.30' RT 1A 50+45 8 1 21 56.5 RT54. RT 1 ° L O o + 0 10 20 40 60 SCALE IN FEET NO DATE BY APPR REVISIONS ��s "a.,,. KPG 10FOR FILENAME LN-CHAN01 dwg 7 FILENAME '` ITY OF RENTON CHANNELIZATION & SIGNING PLAN DPY 042025� CONFORMED CITY OF RENTON DESIGNED BY DATE to Public Works Department STA 45+00 TO STA 54+00 KFL 042025 r o Seattle SW 43RD ST W C/L TO SR 167 RAMPS DRAWN BY DATE p :`•., " ry 3131 Elhott Avenue, Suite 400 SET ONSTRUCTIONtKPF 042025 Kty` N:•�` 0 Seattle,WA96121 2062861640CHECKED BY DATE 'aca+:a 11Ye^a:cnee I KM-. OA �" KPG PROJ. No. 20015 SHT 74 OF 77 ^ F_ w Ld N 0 Ln m W z J 330 S &SW 43RDSTST STA 54+78.1 3 EXIST ROW PARCEL - 3926800020 4.0' LT 8 6 4201 EAST VALLEY RD EAST VALLEY PETULA LLC PARCEL - 3926800030 STA 56+87.11 6 5 6.74 LT 21 00 ry! +00 + 0 N - �_.-.- --z - I - - - - - - - - - - ST856+82.0 - -- - 6 STA 56+12.6 M.5' RT STA 57+32.5 STA 54+92.8 4 21 4 -❑3 37.5' RT 37.5 RT 8819 S 180TH ST 2.9 RT STA 56+84.12 ORILLA STATION LOT 2 LLC 8829 S 180TH ST 7 14 28.68' RT PARCEL - 3123059167 BOILEAU PROPERTIES SOUTHCEN PARCEL - 3123059166 0 10 20 40 60 SCALE IN FEET STA 59+71.7 5 5.9 LT STA 59+71.7 �OOSTA 61+03.6 I STA 59+71.7 1 / STA 60+61.6 O ❑1 EXIST ROW 7 6.0' RT 6.3' LT 1 O 54.8' LT - 18 STA 59+64.2 / 52.5' LT nSTA 59+07.6 D17.0_ LT - I -I ` / r. I APPROX EXIST BUS STOP LOCATION STA 58+35.8 3 3.4 LT STA 58+36.4 7 5.9' RT SW 43RD ST 18015 EAST VALLEY HWY S CHEVRON SERVICES CO PARCEL - 3123059118 STA 61+74.7 2 55.2' LT 4242 EAST VALLEY RD NAKA PROPERTIES L L C PARCEL - 3123059114 St _ 3 0 mm 18 44.8' lT 2 ^ LLJ 35 3'6LT 44.7 2 2 STA 61+20 0 w 0 ¢ R ® 39.5' LT \STA 61-- - +3.5.0)� STA 61+40.0 1 N STA 80+21.7 2 31.0' LT lJ 31.1' LT 0 o `n + 0+00 27.8 LT 61+ 62+00 63 M 0 NAQ- STA 59+71.7Q 1,5 `� STA 61+41.2 SW 43RD ST N Z _ ❑STA 59+64.4 8 27.5' RT STA 59+8__9.50 2.t RT Ld z x 17.0' RT m 27.7' RT STA 60+94.8 26.6' RT 2 z J 0 0 18 STA 59+95.2� U L) 383' RT r 7 STA 59+44.4 4 . -_� 29.D' RT - S2 - - 18 // STA 60+67.4 2 35.6' RT 1.7' RT A 59+46.2 2 RT / KENT CITY LIMIT STA 60+11.8/ 53.8' RT 00 `O v 18010 EAST VALLEY HWY TIRUPATI INVESTMENTS LLC PARCEL - 3123059109 0 10 20 40 60 SCALE IN FEET GENERAL CHANNELIZATION & SIGNING NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNEUZATION 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 h 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 CDR 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 l INSTALL 16' MMA PLASTIC STOP LINE PER CDR STD PLAN 128. 1EINSTALL 12' PLASTIC MMA CROSSWALK LINE PER CDR STD PLAN 128. INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER CDR STD PLAN 31 109. ❑4 INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SR PER CDR STD PLAN 109. 15 I INSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT L� WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. ©INSTALL MMA PROFILED PLASTIC TWO-WAY LEFT -TURN CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. El INSTALL MMA PROFILED PLASTIC WIDE LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. OINSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. tt INSTALL MMA PLASTIC TRAFFIC LETTER APPLICATION PER WSDOT STD H PLAN M-80.10. t 4 INSTALL WIDE DOTTED LANE LINE PROFILED PER CDR STD PLAN 109. 18 WHITE PAINTED MEDIAN CURB. 21 INSTALL BLUE RAISED PAVEMENT MARKER PERPENDICULAR TO HYDRANT PER CDR STD PLAN 310.3. I SIGN SCHEDULE SIGN N NO. I STATION I OFFSET I DESIGNATION SIZE I REMARKS STA 63+39.0 7 N EXIST ROW 16.4' LT J GENERAL CHANNELIZATION &SIGNING NOTES 2796�'N'9 8 - - - - - _ STA 65+26.60 STA LT y 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION VIA _ - - - - - - SANDBLASTING. K' 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. F- SW 43RD ST 19 i C 30 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND w -- - - w POST BASES PER CITY OF RENTON STD PLAN 129. METAL MOUNTING N m BANDS & HARDWARE, METAL POSTS, POST SUPPORTS, AND BACK OF w NO PARKING SIGNS SHALL BE PAINTED BLACK. o M N 64t00 65t00 66t00 67+00 N 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND m 00 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 w z z GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY z CENTERLINE. c=� WSDOT LIMITED ACCESS o) 8. PAVEMENT MARKINGS SHALL CONFORM TO CDR STD PLAN 109 ¢ LONGITUDINAL PAVEMENT MARKINGS SHALL BE PROFILED METHYL STA 63+75.0 7 - METHACRYLATE (MMA) PLASTIC. PAVEMENT SYMBOLS, CROSSWALK 17.8 LT MARKINGS AND STOP BARS SHALL BE MMA. STA 63+6&4 3 1� 9.0 LT -- --- APPROX EXIST BUS KENT CITY LIMIT ' STOP LOCATION 0 10 20 40 60 `N SCALE IN FEET STA 67+97.3)� li.4i Tfl > SW 43RD ST 0 W N I 68+00 O Ir z z STA 67+98.2 2. RT 8 9.1' LT ® - 69+00 I � 51A 70+9 .5 2 56.1' LT STA 70+35.9 0 1 2 CD 51. LT STA 70+ 1.3 5 STA 70+17 9 O 13.3' LT 8 27.1' LT Z o STA 70416 8 3 J STA 71+12 8 1 EXIST ROW 1 47.8 LT 4.4 LT .� STA 69+95.1 El 1 5 16. LT ® STA 71+24.7 8 69+7516 - 34.7 LT LT STA 71+24.3 - ® 22.5' LT 8 10' 10' 10' 0+00 8 00 1 s i� T -LJ SIGNSCHEDULE SIGN NO. STA S3 70+38.45 34.08' RT R3-1, "NO RIGHT TURN' RELOCATE N/A S4 70+39.20 34.07' RT R7-428, 'NO LOITERING' RELOCATE N/A U 69JRTRELOCATE C LT 8TE SIGNS 4&4/ A 0 10 20 40 60 0 SCALE IN FEET KPG Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 90121 2062661 A, Tacoma I Wenatchee I KPG.e To STA 70+70.0 ( 14. STA 70+96.3 2 39.7' RT STA 71+08.6 2 I 54.3' RT 19 ' STA 70+89.8 25 64.7 RT CHANNELIZATION & SIGNING NOTES �1 INSTALL 16' MMA PLASTIC STOP LINE PER CDR STD PLAN 128. �2 INSTALL 12' PLASTIC MMA CROSSWALK LINE PER CDR STD PLAN 128. ❑3 INSTALL MMA PLASTIC TRAFFIC ARROW TYPE 2SL PER CDR STD PLAN 109. ❑5 INSTALL MMA PROFILED PLASTIC DOUBLE CENTERLINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. INSTALL MMA PROFILED PLASTIC WIDE LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. ❑8 INSTALL MMA PROFILED PLASTIC LANE LINE SUPPLEMENT WITH RAISED PAVEMENT MARKERS PER CDR STD PLAN 109. O9 INSTALL EDGE LINE PROFILED MMA PER CDR STD PLAN 109. 17 INSTALL DOTTED EXTENSION LINE PROFILED MMA PER CDR STD PLAN 109. 72+00 1B WHITE PAINTED MEDIAN CURB. 19 YELLOW PAINTED CURB. 25 INSTALL THERMOPLASTIC TURN ARROW PER COK STD PLAN 6-76. 26 INSTALL PLASTIC WHITE EDGE LINE PER COK STD PLAN 6-74. 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 114, SEC. 31, T. 23 N., R. 5 E. W.M. CONS', q & ROW E 28+00 SW 43RD ST 59+00 CONST q & ROW 60+00 SW 43RD ST Eli STA 59+07.84 - -T-54.91 RT E-ROW J — — - — — — LIMIT OF U) CONSTRUCTION LINE \ W LIMIT OF-""\ \ > CONSTRUCTION LINE Q 5 y Z` H 18015 EAST VALLEY HWY S I' V�� x� CHEVRON SERVICES CO JQv pp�' 7RI S 18MEN ST I co PARCEL - 3123059118 R 2 R INVESTMENTS LLC STA 51+29.47 PARCEL - 3623049086 I Cl o 0.09 RT o E-ROW / N 0 10 20 40 60 VN-UP 0 10 20 40 60 SCALE IN FEET SCALE IN FEET 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 4201 EAST VALLEY RD EAST VALLEY PETULA LLC PAPM _ zoaconnn:n LIMIT OF - - ` CONSTRUCTION UNE l E-ROW Vv JP SW 43RD ST 60+00 CONST C{ d ROW E p 0 10 20 40 60 SCALE IN FEET LEGEND CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB -DIVISION LINE LIMIT OF CONSTRUCTION LINE S.F SQUARE FEET SW 43RD STREET, W C/L TO SR 167 RAMPS VOLUME 2 - APPENDICES SHEET NO. TITLE 2-22 TRAFFIC CONTROL PLANS 23-29 POTHOLE PLANS X-X PROJECT AREA RECORD DRAWINGS CALL 2 DAYS BEFORE YOU DIG 811 TRAFFIC CONTROL PLANS TED4004096 TIB # 8-1-102 (039)-1 CAG 25-004 OCTOBER 2025 VOLUME 2 OF 2 (APPENDICES) PROJECT VICINITY NOT TO SCALE Ap ove4 if Bid TY OF' -RENT ! TE A o e for Construction CITY OF RENT DA PROJECT SITE SW 43RD ST CONFORMED SET OCTOBER 2025 • �i t t 1 Avenue Suite 400 33OIon Seattle, WA96121 2062961640 A' Tacoma I Wenatchee I KPG wm BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL ROADS 45 155 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1 00'± (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. MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH feet 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 12 125 180 245 320 540 600 LEFT LANE CLOSED AHEAD W20-51- ROAD WORK AHEAD W4-21- W20-1 X X X R B L I cn a � y a SW 43RD ST - - - - - - - - - - - - - - - - - - - - - - - - - - -r_ - - - - - - - - - - - - - - - - - - - - - - - - - WORK AREA - - - -- - - - - - - - - - - - - - - - - - - - - if .-__ :: I IS=: i r� P C ��3 L � - - - - - - - - - - - - - - - - _ - - - _ - _ =s_ a TRAFFIC CONTROL LEGEND L B LR FLAGGING STATION x x x a TEMPORARY SIGN LOCATION W20-1 W4-2L CHANNELIZING DEVICES px SEQUENTIAL ARROW SIGN ROAD W20-51- WORK L� --' PROTECTIVE VEHICLE - RECOMMENDED AHEAD � Pr cus, PORTABLE CHANGEABLE MESSAGE SIGN ANE LEFT L CLOSED AHEAD 2 - LANE CLOSURE (INSIDE LANES) ON 4 - LANE ROADWAY CHANNELIZATION DEVICE SPACING Iffeet MPH TAPER TANGENT 50 40 80 35145 30 60 25130 20 40 PCMS 1 2 LEFT 1 MILE LANE CLOSURE AHEAD 2.0 SEC Li.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. TRAFFIC CONTROL NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:OOAM - 5:0013M. 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.000RDI(�KINGCOUNTY.GOV) AT LEAST 5 WORKING DAYS IN ADVACE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1 00'± (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 SW 43RD ST WORK AREA - - - - - - - - - - - - - - - - - - - - - - - - @ - ®�C . -� .. MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH feet 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - 11 115 165 225 295 495 550 - 12 125 180 245 320 540 600 - RIGHT LANE CLOSED AHEAD W20-5R ROAD <* WORK AHEAD x W4-2R x x W20-1 R 8 L -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — f TTa -fir. s WORK AREA g r — TRAFFIC CONTROL LEGEND FLAGGING STATION L B R a TEMPORARY SIGN LOCATION x x x CHANNELIZING DEVICES W20-1 W4-2R SEQUENTIAL ARROW SIGN ROAD w20-5R PROTECTIVE VEHICLE - RECOMMENDED WORK AHEAD ' PORTABLE CHANGEABLE MESSAGE SIGN RIGHT LANE CLOSED AHEAD 2 - LANE CLOSURE (OUTSIDE LANES) ON 4 - LANE ROADWAY CHANNELIZATION SPACING Iffeet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 1 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. TRAFFIC CONTROL NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:OOAM - 5:OOPM. 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.000RD@(�KINGCOUNTY.GOV) AT LEAST 5 �IVORKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUE STOPS IN ANY DIRECTION AT ONE TIME. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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. W4-2L MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH (feet)25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 12 125 180 245 320 540 600 LEFT LANE CLOSED AHEAD W20-51- ROAD WORK AHEAD W20-1 SW 43RD ST ------------------- - - - - -- S5 kaip0-0IzD-0G0ioD-DeC-Dr0-EI-DIE�FQ"zeD—u -- - - - - - - - - - - - - - - - - - - - - - - - - - - - WORK AREA ---------------------- - - - - -- -� -���� � ���� e� = e � �� ------- - - - ---------- - - - - -- a x I x I x W20-1 W4-21. ROAD W20-5L WORK AHEAD LEFT LANE CLOSED AHEAD TRAFFIC CONTROL LEGEND ri FLAGGING STATION a TEMPORARY SIGN LOCATION L B R CHANNELIZING DEVICES >>> SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED [fc�] PORTABLE CHANGEABLE MESSAGE SIGN 3 - LANE CLOSURE (INSIDE LANES) ON 5 - LANE ROADWAY SPACING feet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 PCMS 1 2 LEFT 1 MILE LANE CLOSURE AHEAD 2.0 SEC 2.0 SEC PCMS 1 2 CENTER NO LANE LEFT CLOSED TURNING 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. OF TEMPORARY SIGNS. TRAFFIC CONTROL NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:OOAM - 5:OOPM. 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.000RD@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. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SW 43RD ST @ 0- - - - - - - - - - - - - - - - - - - - - - - - - - - -�®��® - u L B R W20-1 V W20-5R RIGHT LANE CLOSED AHEAD W4-2R SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' + RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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. WORK AREA MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH feet 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 12 125 180 245 320 540 600 nRIGHTLANE AHEAD W20-5R i W4-2R X X R B L '! a L - - - - - - - - - - - - - - - - - - - - - - - - - - - L= �•:� - - - - - - - - - - - - - - - - - - - - - - - - - - - - WORK AREA` TRAFFIC CONTROL LEGEND j FLAGGING STATION o TEMPORARY SIGN LOCATION D CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN = PROTECTIVE VEHICLE - RECOMMENDED PCII/S PORTABLE CHANGEABLE MESSAGE SIGN 2 - LANE CLOSURE (OUTSIDE LANES ON 5 - LANE ROADWAY N Q- CHANNELIZATION DEVICE SPACING Iffeet) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. TRAFFIC CONTROL NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:OOAM - 5:OOPM. 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.000RD@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. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 LENGTH (feet) 155 200 250 305 360 425 495 570 645 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 MINIMUM TAPER LENGTH = L (FEET) LANE WIDTH feet POSTED SPEED (MPH) 25 3D 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 12 125 180 245 320 540 600 ROAD WORK AHEAD W�1 x 1 1 1 � 1 RIGHT LANE 2i ui u CLOSEDLu AHEAD y I a_ Y 1 a0 1 JI� D13 ' 1 1 ww I I SW 43RD ST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —� ------------------------- - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - -ob cra C-0 Go lroa 0.00-0CF-, TRAFFIC CONTROL LEGEND FLAGGING STATION a TEMPORARY SIGN LOCATION 0 CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN UPO UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION WORK AREA L x I x I_ x ROAD WORK AHEAD RIGHT LAW4-2R NE W20-1 CLOSED AHEAD W20-5R W20-7A SW 43RD ST & OAKSDALE AVE SW INTERSECTION NE $ SW CORNER CLOSURES SIGN SPACING = X (1) RURAL ROADS 45l 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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. oS 12 ROAD ' WORK J AHEAD � O ! cy w4-2R w20-1 RIGHT LANE 0 CLOSED 'o AHEAD 92 W20-7A W20-5R IDo TAPER X X X 0 0 %.0 EA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - nREgUIRED ONLY (fPO WHEN PAVING INTERSECTION I I® W20-7a RIGHT LANE ' 1 CLOSED ' , X AHEAD I 1 ROAD 1 W20-5R WORK ' AHEAD W20-1 TRAFFIC CONTROL NOTES 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 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 LENGTH (feet) 155 200 250 305 360 425 495 570 645 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC ROAD WORK I— a AHEAD ; X RIGHT LANE W20-1 CLOSED AHEAD to I > 1 W20-5R oIto � J a , J 01 Y I E0 W20-7A w 1 � I 0 � 1 WORK AREA FIELD LOCATE IN ADVANCE ° ° OF TEMPORARY SIGNS. a ° o SW43RDST SPACING ffeet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH feet 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - 11 115 165 225 295 495 550 - 12 125 180 245 320 540 600 - - I 1 1 1 I 1 1 1 1 1 1 1 1 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REQUIRED ONLY �JPO WHEN PAVING INTERSECTION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -@�����Irv�["a - �OJ Id - TRAFFIC CONTROL LEGEND FLAGGING STATION a TEMPORARY SIGN LOCATION 0 CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN UPO UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION , � 1 I 1 ROAD 1 1 WORK AHEAD 1 1 RIGHT LANE W20-1 CLOSED W4-2R AHEAD 'W ' la 1 W20-5R W20-7A , 1 , m I 1 1 SW 43RD ST & OAKSDALE AVE SW INTERSECTION NW & SE CORNER CLOSURES SIGN SPACING = X (1) RURAL ROADS 45 155 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25l 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1 00'± (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. ROAD <* WORK AHEAD W4-2R W20-1 W20-7A L TAPER X RIGHT LANE CLOSED AHEAD W20-5R X X 1 $ 1 00_0rl®&K2�012 fi0 OX ol- -e®O� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------- 1 — a-m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WORK AREA a 0 W20-7A RIGHT LANE CLOSED x AHEAD ' ROAD W20-5R ' WORK AHEAD W2D-I TRAFFIC CONTROL NOTES 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 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 LENGTH (feet) 155 200 250 305 360 425 495 570 645 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. CHANNELIZ?MON DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35/45 30 60 25130 20 40 MINIMUM TAPER LENGTH = L (FEET) LANE WIDTH feet POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - 11 115 165 225 295 495 550 12 125 1 180 245 320 540 1 600 ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-SR -SW 43RD ST W20-7A x SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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. U 2s >' D ROAD ' N WORK a c AHEAD W4-2R RIGHT LANE w20-1 CLOSED AHEAD ° ° L W20-7A I� TAPER x x W20-5R X 0 ° e WORK AREA 0 00 ° r o 00 6 00_ °a- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� trD �0 G 0 000 0 L7 Az'� ® 6° L TRAFFIC CONTROL LEGEND x x x TAPER ri FLAGGING STATION a TEMPORARY SIGN LOCATION ROAD WORK CHANNELIZING DEVICES AHEAD ; • SEQUENTIAL ARROW SIGN RIGHT LANE W20-1 CLOSED W4-2R UPO UNIFORMED POLICE OFFICER AHEAD SIGNALIZED INTERSECTION W20-5R W20-7A SW 43RD ST & LIND AVE SW INTERSECTION NE & SW CORNER CLOSURES REQUIRED ONLY (JPQ WHEN PAVING INTERSECTION --------------------------- D D �i ' D D 0 .4 ® W20-51- RIGHT LANE y CLOSED ° W AHEAD a m ROAD W20-51- x HOEAD RK W20-1 TRAFFIC CONTROL NOTES 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 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 LENGTH (feet) 155 200 250 305 360 425 495 570 645 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED PCMS 1 2 RIGHT 1 MILE LANE CLOSURE AHEAD 2.0 SEC 1 2.0 SEC ROAD WORK a AHEAD i x RIGHT LANE W20-1 E , CLOSED , AHEAD x 1 W20-5R , c J ° ' ° - 0 W20-7A 13 WORK AREA FIELD LOCATE IN ADVANCE 0 0 OF TEMPORARY SIGNS. 00 0 - - - - l - - --SW43RDST / — — — - - - - - - - - - - - - - - - - - - - — - - — CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35145 30 60 25/30 20 40 �- - - - - _ - - - - - - - - - --- - - - - - - - - - - - - - - - - - - ��° I� IA � � Ct TRAFFIC CONTROL LEGEND FLAGGING STATION a TEMPORARY SIGN LOCATION n CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN UF'0 UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION X I X X TAPER ROAD WORK AHEAD RIGHT LANE W20-1 CLOSED W4-2R AHEAD W20-5R W20-7A SW 43RD ST & LIND AVE SW INTERSECTION NW & SE CORNER CLOSURES MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH (feet)25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - 11 115 165 225 295 495 550 - 12 125 180 245 320 540 1 600 cn W >a m m REQUIRED ONLY (JPQ WHEN PAVING INTERSECTION p0 -000000 SIGN SPACING = X (1) RURAL ROADS 45155 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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 ROAD WORK AHEAD W4-2R RIGHT LANE W20-1 CLOSED A4 HEAD L W20-7A W20-5R TAPER x x x ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WORK AREA Q 1� 1® w20-7A RIGHT LANE CLOSED " AHEAD ROAD w2o-SR X WORK AHEAD W20-1 TRAFFIC CONTROL NOTES 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 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 1 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1 00'± (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. PCMS 1 2 LEFT 1 MILE LANE CLOSURE AHEAD 2.0 SEC 1 2.0 SEC PCMS 1 2 CENTER NO LANE LEFT CLOSED TURNING 2.0 SEC 1 2.0 SEC FIELD LOCATE IN ADVANCE FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. OF TEMPORARY SIGNS. MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH feet 25 30 35 40 45 50 55 60 1 65 70 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 CHANNEL1231MON DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 2D 40 LEFT LANE CLOSED AHEAD ROAD W20-5L WORK AHEAD W4-2L W20-1 x x x R 8 L L/2 Ln u SW 43RD ST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w E7 Cj-0 &D E CrD R K:�-U C, O-K2 U-0 E D-D R LIV L� D-E K-f2 E f;L6Q E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - off,©'., 000 WORK AREA --- - - - - - - - - - - - - - - - - - - - - - - - - - _ e�- - - - — - - - - - - - --a--`-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I'-z F9. a g r---> E� 0-0 a D -Rs gi. D f a D-D a D-D r� D -K� L* D � E u- n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x x x L/2 W20-1 W4-2L ROAD W20-5L WORK AHEAD LEFT LANE CLOSED AHEAD LJ JJJ�. TRAFFIC CONTROL LEGEND j FLAGGING STATION a TEMPORARY SIGN LOCATION D CHANNELIZING DEVICES �>>> SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED PORTABLE CHANGEABLE MESSAGE SIGN 4. LANE CLOSURE (INSIDE LANES ON 6 - LANE ROADWAY TRAFFIC CONTROL NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:OOAM - 5:OOPM. 2. FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W14. 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 ((CO2NSTRUCTION.000RDIKINGCOUNTY.GOV) AT LEAST 5 RKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL ROADS 45 155 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 I40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1 00'± (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. PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. Ris L - - - - - - - - - - - - - - - - - - - - - - - - - -�-� SW 43RD ST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T �r - - - - - - - - - - - - - - - - - - - - - - - - - - i �� �. !'1' - - - - - - - - - - - - - - - - - - - - - - - - - - - - 17 �D � - 1 WORK AREA - �/ ® 8 MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH feet 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 12 125 180 245 320 540 600 40W.20-IR T LANE OSED EAD ROAD WORI( AHEAD W4-2R W20-1 x x x CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35145 30 1 60 25/30 20 1 40 I� Ix W20-1 ROAD WORK AHEAD W20-5R RIGHT LANE CLOSED AHEAD x I x W4-2R i L WORK AREA ��----------------------- - - - - -- TRAFFIC CONTROL LEGEND j FLAGGING STATION a TEMPORARY SIGN LOCATION 0 CHANNELIZING DEVICES >>> SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED pcvf PORTABLE CHANGEABLE MESSAGE SIGN 2 - LANE CLOSURE (OUTSIDE LANES) ON 6 - LANE ROADWAY TRAFFIC CONTROL NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:OOAM - 5:OOPM. 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.000RDO(p�KINGCOUNTY.GOV) AT LEAST 5 'WORKING DAYS IN ADVArTCE OF ANY BUS STOP CLOSURE REQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. TRAFFIC CONTROL NOTES 1. SEE SHEET 2 FOR ADDITIONAL TRAFFIC CONTROL NOTES. 2 ROAD WORK MINIMUM OF 2 UPOs IN INTERSECTION WITH TRAFFIC SIGNAL IN RED FLASHING MODE AHEAD OR TURNED OFF. W20-1 3. INTERSECTION CLOSURES SHALL OCCUR ONE CORNER AT A TIME AND MUST ALLOW } r� r' 'r / FOR PEDESTRIAN CROSSINGS PER PEDESTRIAN DETOUR PLAN, SHEET 19 /1 / d i RIGHT LANE CLOSED ' W4-2R AHEAD ' W20-5R a' ' ♦ ' je ♦~ ' 14. W20-7A , ♦ ��O PCMS 1 2 RIGHT 1 MILE LANE CLOSURE AHEAD 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 WORK AREA - - - - - SW 43RDST- - - - - - - - - ���-�ZL�01[ FCi�����Q REQUIRED ONLY UP� WHEN PANNG INTERSECTION ♦ TRAFFIC CONTROL LEGEND FLAGGING STATION \ ' TEMPORARY SIGN LOCATION CHANNELIZING DEVICES D>> SEQUENTIAL ARROW SIGN UPO UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION APPR REVISIONS SW 43RD ST & E VALLEY HWY INTERSECTION NE & NW CORNER CLOSURES 20015PU:•TCP02.4ug FlLEftAA1E KFL 042025 DESIGNED BY DATE KFL 0412025 DRAWN BY DATE KPF 04I2025 CHECKED BY DATE L0 N a• n � WORK AREA MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH feet 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - 11 115 165 225 295 495 550 12 125 180 245 1 320 540 600 i4ft W4-2R V y W20-1 L TAPER W a D � q air n _sri-�i C t-z✓= E- 2�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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 KPG C� CONFORMED SET c1TY OF RENTON PubYC VNNka pepanmenl /�♦ nP �pR CONSTRUCTION �f//J o (� .5 gy DA E L/ CITY OF RENTON W 43RD ST W C/L TO SR 167 RAMPS 1 TRAFFIC CONTROL PLAN Seattle 3131 Elliott Avenue, Surte 400 Seattle, WA98121 2052861640 KPG PROJ No. 20015 SHT 12 OF 29 Tacoma I Wenatchee I KPG.com BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL ROADS 45 155 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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. CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — SW 43RD ST TRAFFIC CONTROL LEGEND ,4 FLAGGING STATION > TEMPORARY SIGN LOCATION u CHANNELIZING DEVICES >>> SEQUENTIAL ARROW SIGN UPO UNIFORMED POLICE OFFICER BSIGNALIZED INTERSECTION REQUIRED ONLY UPO WEN PANNG - � - - - - - - - - - - - - - _ —r INTERSECTION -=' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - K�- 0-0 -� - - - - - - - - - - - - - - - - __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r 7Q��m[7L-0-0t5 0920000U00 �®� �@®` r -- - - - - - - - - - - - - - - - - - �6-� �� ��©�� - - - - - -- � � � � TRAFFIC CONTROL NOTES WORK AREA g nC L X X X TAPER ROAD WORK AHEAD RIGHT LANE W20-1 CLOSED W4-2R AHEAD W20-5R W20-7A L 2L TAPER MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH f 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 - - 12 125 180 245 320 540 600 - SW 43RD ST & E VALLEY HWY INTERSECTION SE & SW CORNER CLOSURES J e 1. SEE SHEET 2 FOR ADDITIONAL TRAFFIC CONTROL NOTES. WORK AREA 2. MINIMUM OF 2 UPOs IN INTERSECTION g,WITH TRAFFIC SIGNAL � MODE OR TURNED OFFIN RED FLASHING 041 3. INTERSECTION CLOSURES SHALL OCCUR ' ONE CORNER AT A TIME AND MUST 1 ALLOW FOR PEDESTRIAN CROSSINGS 4 • !; M PER PEDESTRIAN DETOUR PLAN, SHEET 941 W20-7A P } RIGHT LANE CLOSED ' AHEAD W20-SR � , , J i ' , ' � } W4-2R ti ROAD PCMS 1 2 RIGHT 1 MILE LANE CLOSURE AHEAD 2.0 SEC 2.0 SEC AHEAD FIELD LOCATE IN ADVANCE w20-1 OF TEMPORARY SIGNS. '` .� ('TTV (lF RF.NT(lN BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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 PCMS 1 2 LEFT 1 MILE LANE CLOSURE AHEAD 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 71 125 180 245 320 540 600 LEFT LANE CLOSED AHEAD ROAD i WORK w2o-5L AHEAD W4-2L W20-1 x x x ANiVELiZ"ATION DEVIL SPACING Iffeet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 R B L �� �-rr. .r�I�3�'L�fz�?�g - - - - - ------------------ - - - SW43RDST -=J _ _ - - - - - - _ �T�'� - - _ - - - -//WORK AREA - - - - @` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TRAFFIC CONTROL LEGEND j FLAGGING STATION P TEMPORARY SIGN LOCATION m CHANNELIZING DEVICES >>> SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED ra E, PORTABLE CHANGEABLE MESSAGE SIGN TRAFFIC CONTROL NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:OOAM - 5:OOPM. 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.000RD@KINGCOUNTY.GO AT LEAST 5 WORKING DAYS IN ADVANCE OF 2 - LANE CLOSURE (INSIDE LANES) ANY BUS STOP CLOSURE REQUESTS. CONTACTOR MAY NOT CLOSE 2 CONCURRENT BUS ON 5 - LANE ROADWAY STOPS IN ANY DIRECTION AT ONE TIME. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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. PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH feet 25 1 30 35 40 1 45 50 55 60 65 70 10 105 150 205 270 450 500 - - 11 115 165 225 295 495 550 12 125 180 245 320 540 600 - RIGHT LANE CLOSED ROAD AHEAD WORK W20-5R AHEAD W20-1 W4-2R x x x CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35/45 30 1 60 25/30 20 40 R B L WORK AREA ® - - - - - - - - - - - - - - - - - - - - - - - - - ff SW 43RD ST - - - - �-� ®�' .3 : ff_ J 4 I"L - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TRAFFIC CONTROL LEGEND TRAFFIC CONTROL NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. FLAGGING STATION LANE CLOSURES ALLOWED FROM 7:OOAM - 5:0013M. > TEMPORARY SIGN LOCATION 2. FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 0 CHANNELIZING DEVICES 3. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. >>> SEQUENTIAL ARROW SIGN 4. DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA PROTECTIVE VEHICLE - RECOMMENDED LIMITS. PORTABLE CHANGEABLE MESSAGE SIGN 6. POSTED SPEED LIMIT ON SW 43RD ST IS 35 MPH. 7. TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK SIDEWALKS OUTSIDE OF WORK ZONES. 6. CONTRACTOR TO NOTIFY KING COUNTY METRO TRANSIT 1 - LANE CLOSURE (OUTSIDE LANE) (CONSTRUCTION.000RD(� KINGCOUNTY.GOV) AT LEAST 5 WORKING DAYS IN ADVANCE OF ANY BUS STOP CLOSURREQUESTS. CONTRACTOR MAY NOT CLOSE 2 CONCURRENT BUS ON 5 - LANE ROADWAY STOPS IN ANY DIRECTION AT ONE TIME. ;�Q NO TRAFFIC CONTROL NOTES 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 0 WORK AREA - - - - - - - - - - - - - - - - - - - -� 6 - ® ELM.p v u- IL p �_ a 92 a SW 43RD ST r BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SW 43RD ST & SR-167 ON/Off RAMP INTERSECTION NE & NW CORNER CLOSURES M L _REQUIRED ONLY UPo WHEN PAVING INTERSECTION TRAFFIC CONTROL LEGEND FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES o>> SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED PORTABLE CHANGEABLE MESSAGE SIGN UPO UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION RIGHT OAD ORK q&< EAD x W4-2R x x W20-1 R B L I ' WORK AREA a G= . q q q - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------------------- PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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. SPACING feet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 MINIMUM TAPER LENGTH = L (FEET) E WIDTH feet POSTED SPEED (MPH) 25 30 1 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 12 125 180 245 320 540 600 I TRAFFIC CONTROL LEGEND FLAGGING STATION UPO UNIFORMED POLICE OFFICER I I Z �. TEMPORARY SIGN LOCATION CHANNELIZING DEVICES SIGNALIZED INTERSECTION >>> SEQUENTIAL ARROW SIGN TRAFFIC CONTROL NOTES — SW 43RD ST IN - - - - - - - - - - - - - - - - - X I X L X TAPER DREpUIRED ONLY (f PQ WHEN PAVING INTERSECTION • nAHEEAD ' / \ i V ZRIGHT LANE V 'r W20-1 CLOSED W4-2R it AHEAD W20-5R 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE t CLOSURES ALLOWED FROM 7:OOAM - 5:0013M. 2. FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF rl 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. 4 6. POSTED SPEED LIMIT ON SW 43RD ST IS 35 MPH. / 7. TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK SIDEWALKS OUTSIDE OF , WORK ZONES. y4 8. MINIMUM OF 2 UPOs IN INTERSECTION WITH TRAFFIC SIGNAL IN RED ^1° FLASHING MODE OR TURNED OFF. y� 9. CONTRACTOR TO NOTIFY KING COUNTY METRO TRANSIT ,p } (CONSTRUCTION.000RD KINGCOUNTY.GOV AT LEAST 5 WORKING DAYS IN REQUESTS. CONTRACTOR MAY NOT ADVANCE OF ANY BUS STOP CLOSURE CLOSE 2 CONCURRENT BUS STOPS IN ANY DIRECTION AT ONE TIME. SW 43RD ST & SR-167 ON/OFF RAMP INTERSECTION ' SE CORNER CLOSURE REVISIONS 20015PLN-TCP02 dwg FILENAME KFL 042025 DESIGNEDBY DATE KFL 042025 DRAWN BY DATE KPF 04,2025 CHECKED BY DATE WORK AREA RIGHT LANE CLOSED AHEAD W20-5R � W4-2R ROAD WORK AHEAD W20-1 MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH feet 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - 11 115 165 225 295 495 550 12 125 180 245 320 540 600 7-0------------------------ - - - - -- - SIGN SPACING = X (1) RURAL ROADS 45l 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25l 30 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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 SPACING Iffeet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED KPG CONFORMED SET 19 CITY OF RENTON Public Works Department APP CONSTRUCTION /a BY pA/tE`' CITY OF RENTON SW 43RD ST W C/L TO SR 167 RAMPS 4 TRAFFIC CONTROL PLAN Seattle 3131 Seat Elliott S06400 Seattle WA90121 2062061fi40 KPG PROJ No 20015 SHT 17 OF 29 Tacoma I Wenatchee I KPGwm MINIMUM TAPER LENGTH = L (FEET) LANE POSTED SPEED (MPH) WIDTH feet 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - 11 115 165 225 295 495 550 - 12 125 180 245 320 540 600 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SW 43RD ST m - - - - - - - - - - - - - - - D, U-0 Q 51 L- P77/772 X X X TAPER WORK AREA ROAD WORK AHEAD ; RIGHT LANE r� W20-1 CLOSED W4-2R 0 AHEAD r� W20-5R 1 TRAFFIC CONTROL LEGEND @ , ri FLAGGING STATION G TEMPORARY SIGN LOCATION { LEFT LANE W4-2L ' CHANNELIZING DEVICES CLOSED ' AHEAD SEQUENTIAL ARROW SIGN W20-51- } 4? i UPO UNIFORMED POLICE OFFICER ROAD SIGNALIZED INTERSECTION WORK , AHEAD W20-1 , i i TRAFFIC CONTROL NOTES 1. SEE SHEET 17 FOR ADDITIONAL TRAFFIC CONTROL NOTES. -------------------------------------- REQUIRED ONLY UPO WHEN PAVING - - - - - - - - - - - - - - - INTERSECTION - - - - - - - - - - _ _ _ _ _ _ _ - _ _ - _ _ _ _ - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4t� PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE SW 43RD ST & SR-167 ON/OFF RAMP INTERSECTION / OF TEMPORARY SIGNS. SW CORNER CLOSURES N A - SIGN SPACING = X (1) RURAL ROADS 45 155 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 I40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200' ± (2) RESIDENTAL & BUSINESS DISTRICTS 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 CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35145 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 1 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 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 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED TRAFFIC CONTROL NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:OOAM - 5:0015M. 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 _ TRAFFIC CONTROL LEGEND ® PEDESTRIAN CHANNELIZATION DEVICES TEMPORARY SIGN LOCATION CHANNELIZING DEVICES TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS SIDEWALK DETOUR 1 , 1 1 1 1 il SIDEWALK DIVERSION 0 WORK AREA 44 DETOUR Milo M4-9B 12L is° Jy DETOUR 401 M4-9B TRAFFIC CONTROL NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LANE CLOSURES ALLOWED FROM 7:OOAM - 5:OOPM. 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. REVISIONS 20015PLN-TCP02 dg FILENAME O KFL 04I2025 DESIGNED BY DATE 1h KFL 042025 t N DRAWN BY DATE KPF 042025 �fYR�\11. 5�.� CHECKED BY DATE A' SIDEWALK CLOSED AHEAD CROSS �� R9-11L - SW 43RD ST TRAFFIC CONTROL LEGEND a TEMPORARY SIGN LOCATION D CHANNELIZING DEVICES 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 I 1 J KPG CONFORMED SET CITY OF RENTON Public Works Department APP O CONSTRUCTION /� gy /� ` CITY OF RENTON SW 43RD ST W C/L TO SR 167 RAMPS I TRAFFIC CONTROL PLAN PEDESTRIAN DETOUR NORTH Seattle 06 400 Seat Elliott Avenue, Suite2062961640 Seattle, a 98121 206 2� 1540 KPG PROJ No 20015 SHT 20 OF 29 Tacoma I V*oMac a I KP4cam SIDEWALK CLOSED AHEAD USE OTHER � R9-10 TRAFFIC CONTROL LEGEND TEMPORARY SIGN LOCATION N CHANNELIZING DEVICES m J SW 43RD ST - SW43RD ST - - - - - - - - - - - - - - - - - - - SW 43RD ST - - - - - - - - - - - - �0 WORK AREA WORK AREA ~'Y SIDEWALK CLOSED AHEAD r CROSS HERE _ R9-11L TRAFFIC CONTROL NOTES m -, " SIDEWALK CLOSED i 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. AHEAD LANE CLOSURES ALLOWED FROM 7:OOAM - 5:0013M. CONTROLS 2. SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY. A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE MINIMUM) It CROSS HERE R9-11R 3. CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIES PRIOR TO IMPLEMENTING ANY CLOSURES. I 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. DETOUR DETOUR ROUTE SIGN LEGEND 1A1 '� END TRUCK TRUCK SIGN MUTCD M4-4 SW 39th rr C ,: DETOUR � `� E VALLEY HWY TRUCK. ,� '�� C- Oct c. END END DETOUR SIGN MUTCD M4-8A DETOUR DETOUR DETOUR dIt. DETOUR AHEAD l-51P e _ CarpusAl, st — — �j— P� Vly Medical Ctr © TRUCK TRUCKTRUCK NO RIGHT TURN SIGN MUTCD R3-1 w TRUCK 9rmaCv— Ivergreen Market ORtLLIA rb sp. i gbro ..� t �F � � S ±� DE� DETOUR LEFT SIGN MUTCD M4-9L Business Parr; N�S�180thpJ� � DETOUR DETOUR DETOUR 99 Ranch Market * AHEAD DETOUR RIGHT SIGN MUTCD M4-9R S 45th PI TRUCK DETOUR DETOUR STRAIGHT SIGN MUTCD M4-9S 'turbucks Kent ft 4 1e1 boasting Plan6. I d Cam e i Sp,iilgs Condos Q 1 E VALLEY HWY 4'+,tSL, Inc O I Borgata Q DETOUR DETOUR SIGN W/ STREET NAME MUTCD M4-9R 0 Alexander Party Rental o/ Q E VALLEY HWY VALLEY HWY t E DETOUR _ neaae v, DETOUR E VALLEY HWY a DETOUR SIGN W/ STREET NAME MUTCD M4-91- Bedrosians Tile & Stone i I Si lghrclok Apartments Q The Best Tiles DETOUR y Stone, 8 Slabs { 1 I TRUCK '- eac__o_n Plarnb1g, DETOUR TRUCK - - Heating, Elec a! �� S 55thHEAD SrSt DETOUR AHEAD SIGN MUTCD W20-2 U o O Seidl END 3 T�s DETOUR ~ co i 196th st Manheim Seattie LO DETOUR ROUTE LEGEND Auto Auction _ s 196th St Re ddat''`ay Q DETOUR ROUTE:WB ON SW 43RD ST Y DETOUR ROUTE:EB ON SW 43RD ST .lay-B and Sons Truck tE- PLAN NTS LLJ "^ ° . - � ' � 10+00 o+oo mW*oRw w/ //+vv .","" ' .--.. / Ilk tT At o m m 40 60 SCALE IN rscT 04 LO �� CD� + / _ m uj - . 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PARCEL - 3623049108 sV,, Y4964 R1,'2]16 N W 1 ;A AL A• PLA,IIC �[J W ,H 4872 wu aat � eu:cfs><ras� Y P,U �4 3e ' f t •- Ott+ z. , ,S.i� RIM 2, < C14 w 2 g L 3I IMF 006 1001 SW 41ST ST ADVENTURE 2000 LLC yyv PARCEL - 3623049112 4600 Ec , is SN + .kv';. o y _ - r = Ff I 30 N - - - - .. -�• W O m � I�I - + �' N N SW 43RD ST 27+00 28+00 � Ili- 29+00 30+00 31 Cn J H _ - � p.�+TE� ...,.. — =�'— -- -- SSvn 801B N= F rc E' ,c ,✓-' ECM ', 33 SM, y3250 -• k.3' 7979 S 180TH ST '°IPeak,_ - R 2 R INVESTMENTS LLC PARCEL - 3623049086 s` 'ALE a ;H"_ UU^DRANT " MARnEi A� -='U•_T- _ vY QL $ j SW 43RD ST - - o Z H-- _ 8009 S 180TH ST Rue ,EBCO PARCFII �111% JAY 623049100RS 1 J/JLi �LMIH 4�4, _ -�OKE 104 RIM 2' 42 _ a►N• t'4' SO4H Y4975 \ 1e Y le - RIM 27'i �.• • '�-•a :4' •lMa CD �bv pC1 X FN 357 o - O O 0 10 20 40 60 SCALE IN FEET RIM.. . — r B F-a03 CCB 4034 AAO=. - C4 L� W ILLJ O- —___ - -- - -_ -.—_ - ❑ — - - N Ib ¢ LLJ�. ----- s I' - - _— 1 _ v, to —__—_ --- -- '- �` -- -_ - e' 1. - (n + 00 SW 43RD ST 32+00 33+00 34+00 35+00 M Z - ¢ o I Lnn ¢ 6 W Z z �_--__ G- __ - J F_ G - CF = Z U O DIVY Dv. SD6!H 391; - 5N•: I Rue 21.6+ 8009 S 180TH S- I 804' S 180TH ST v+. o SEBCO INC ATTN JAY AYERS SKACEL PROPERTIES LAC -ARCEL - 3623049100 ON - 3623049101 0 10 120 40 60 — A, 'OI SCALE IN FEET NO DATE BY APPR• REVISIONS POTHOLE PLANS Id.g `V'` 1H•1j4L KPG FILENAME r KFL 0412025 V DESIGNED BY DATE In KFL 042025 y 0 Seattle DRAWN BY DATE y 4 M 3131 Elliott Avenue, Suite 400 KPF 04/2025 J�Y1i•tl�;` Seattle WA98121 206286164D CHECKED BY DATE A Tacoma I Wenatchee I KPG.wm SW 43RD ST POTHOLE DATA POTHOLE # STATION OFFSET UTILITY SIZE UTILITY DEPTH PAVEMENT THICKNESS 3 30+71.95 12.70' LT 10" WATER 50' 12" 4 30+72.73 14.45' RT 16' GAS 55" 12" 5 33+72.05 8.74' LT 10' WATER 48' 12' 6 33+71.33 18.03' RT 16' GAS 46" 12` 33 27+95.43 47.88' RT UTILITY NOT FOUND N/A N/A 34 27+96.30 47.71' RT 36" DUCT BANK 32' 8" 35 27+98.46 49.23' RT CONCRETE CAP 53- N/A 800 SW 43RD ST IKEA NORTH AMERICA SERACESI PARCEL - 3623049113 I C- ---- - - - - - - -- - -- - -- - -- - - - - - - - - . - - -- - — _- L'E - 0'NY — — - - I _ - - - - — 1' RIM Rlu 1E'7.a RI' SW 43RD ST � — ----- -- ; - -- - - - - 3 0 A - A39+00 _ - — — v, 40+00 J m w w C/7 Z - - - -- - - - - - - - F - CON 'p :ONC I Rio 70F• �' LISNNDV+ 8301 S 180TH ST r 16 'I :' CA14NOT SEE HILL FAMILY II LLC-- ` 0V E9a• PARCEL - 3623049005 E I6 N rVC !J'!5 E-' :;°" SW 43RD ST POTHOLE DATA I iE IS 1. FVC J 9IM POTHOLE # STATION OFFSET UTILITY SIZE UTILITY DEPTH PAVEMENT THICKNESS IL 2 S ® IC 142 SSW CAPPED F rV•— 7 44+29 62 1 83' LT 10" WATER 48"1 18" 0 10 20 40 60 SCALE IN FEET 800 SW 43RD ST 800 SW 43RD ST. IKEA NORTH AMERICA SERVICES- IKEA NORTH AMERICA SERVICES PARCEL - 3623049113 PARCEL - 3623049113 - us O - n I --� -- -- - - - - 4 •_ 'I LU N SW 43RD ST ., . An . nn LRiM eL&+nn I z 0 F-- Q Z O •� �' 8 44+21.57 13.26' RT UTILITY NOT FOUND N/A N/A 9 44+22.81 20.99' RT 4" COM 52" 10" 10 44+22.53 26.10' RT 16' GAS 45" 6" 10' 11 44+24.26 30.83' RT 6' STORM (LIKELY ABANDONED) 31' 12 44+24.31 33.43' RT 4" GAS 32' 10" f 1 ~ --` ---s-_ _ LLj w 0 ---4 . 8 ~ MC69819 w 9 J in it 17 RIV 2e y- -I IIIAIrJ nIRi PrAlnVnf'- i 8441 S 180TH ST nR 6c' 011; GENUINE PARTS CO 12 PARCEL - 3123059129 0 10 20 40 60 _ SCALE IN FEET JE BY APPR REVISIONS POTHOLE PLANS 1-d.9 FILENAME a64. YAA, . Or• , KPG •: -�_� CITY OF RENTON CITY OF RENTON KFL DESIGNED BY 042025 DATE - to ® CONFORMED Public Works Department KFL DRAWN BY KPF DATE 0DATE 092025 . Seattle , p1 • _� 14 3131 Elliott Avenue, S21e 286 �.ti)k �' SeaMe WA 96121 206.2861640 }µ` SET pppR SW 43RD ST, W C/L TO SR 167 RAMPS R CONSTRUCTION A o� 2 CHECKED BY DATE A % Tacoma I Wenatchee I KPG.com BY E POTHOLE PLANS STA 35+50 TO STA 45+00 KPG PROJ. 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No. 20015 SHT 2- OF 29 Tacoma I Wenatchee I KPG. m