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HomeMy WebLinkAboutzT-4275setv KEN 114 YD ALE k7r E: VV kY ICENN YDA L E GA TEWA Y L L C 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 Cl VIL CONSTRUCT/ON PLANS HORIZONTAL DA TUM NAD 83/91 PER CITY OF RENTON CONTROL POINTS 1834 AND 1893 VERTICAL DATUM NA VD 88 PER CITY OF RENTON CONTROL POINT 2100 REFERENCES SEE SHEET C1.02 LEGAL DESCRIPTION SEE SHEET C1.02 EXCEPTIONS CONTAINED INA TITLE SEE SHEET C1.02 NOTES SEE SHEET C1.02 CONDITION OF APPROVAL: `I )A KING COUNTY SPECIAL USE PERMIT (SUP) IS REQUIRED PRIOR TO CONSTRUCTION OF THE ROUNDABOUT AT THE INTERSECTION OF 43RD STREET AND LAKE WASHINGTON BLVD N. A COPY OF THE ISSUED PERMIT SHALL BE PROVIDED TO DEVELOPMENT ENGINEERING PROJECT MANAGER. SITE INFORMA T/ON ASSESSORS PARCEL NUMBERS - SITE ADDRESS - TO TA Z SITE AREA: ZONING. GROSS SITE AREA: MIN ALLOWED DENSITY MAX ALLOWED DENSITY - PROPOSED UNITS.• PROPOSED /MPERV/OUS SURFACE. UTILITY PROVIDERS.- WATER SANITARY SEWER STORM DRAINAGE POWER & GAS GRADING 3224059049 1310, 1321 & 1331 NE 43R0 ST RENTON, WA 338, 215 SF (7.76 ACRES) COR 338, 215 SF (7.76 AC) 30 DU/NET AC 50 DU/NET AC 378 UNITS 5.73 AC CITY OF RENTON CITY OF RENTON CITY OF RENTON PUGET SOUND ENERGY CUT 3, 759 CY FILL: 3, 304 CY NET 455 CY CUT OWNER KENNYDALE GA TEWA Y LLC 505 5TH A I/ENUE S, SUITE 900 SEATTLE, WASH/NGTON 98104 CONTACT BRANDON MORGAN PHONE- (206) 342-2000 ENGINEER/PLANNER/SURVEYOR/ CORE DESIGN INC. 12100 N.E. 195TH STREET, SUITE 300 BOTHELL, WASH/NGTON 98011 CONTACT MATT STEFANSSON, P.E. - ENGINEER CONTACT GLENN SPRAGUE, P. L. S. - SURI/EYOR CONTACT CAFE HERUAVSEN - PLANNER PHONE • (425) 885-7877 GEOTECHNICAL ENGINEER HART CROWSER, INC. 3131 ELL/OTT AVf,, SUITE 600 SEATTLE, WA 98121 CONTACT GARRY HORV/TZ, P.E. PHONE- (206) 324-9530 ARCHITECT HENSLEY LAUK/N RACHEL, INC. 14881 QUORUM DR. SUITE 1550 DALLAS, TX 75254 CONTACT L OR/ OBEYESEKERE PHONE- (972) 726-9400 LANDSCAPEARCHITECT BERGER PARTNERSHIP 1927 POST ALLEY, SUITE 2 SEA TTLE, WA 98101 CONTACT LAURA LANEY PHONE- (206) J25-6877 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 1ST SUBMITTAL CORRECTIONS DJL 9/23/2 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 z- 3 95% CD'S DJL 5/15/27 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/z- NO. I REVISION I BY I DATE SHEET INDEX CORE DESIGN 1 C1.01 2 C1. 02 3 C1. 03 4 C1. 04 5-8 C1.05-C1.08 9 C1. 09 10-13 C2.01-C2.04 14 C2.31 15 C2.32 16-19 CJ OI-CJ 04 20 C3.31 21-22 C3. 32-CJ JJ 23--26 C4. 01-C4. 04 27-29 C4.21-C4.23 30-37 C4.31-C4.38 38-41 C5. 01-05. 04 42-43 C5.21-05.22 44-45 C5.31-05.32 46-47 C5.33-05.34 48 L 1.01 TENW 1 PM-01 2 PM-02 3 SG-01 4 SG-02 5 SG-03 6 SG-04 7 SG-05 8 /L -01 9 /L -02 10 /L -03 11 /L-04 12 PC-01 13 PC-02 14 FB-01 15 FB-02 16 FB-03 BERGER 1 L0.00 2 L1.00 3-14 L1.01-L1.12 15-18 ZJOI-ZJ04 19 L4.00 20-JI L4.01-L4.12 32 L 4.13 33 L5.01 34-36 L6.01-L6.03 HLR 1 E101 2 E200 SE 76TH ST 0� �0 tiV �P N 42N0 PL SITE NGTON W p,SN -40 Q N 4OTH ST = = NE 40TH ST Q �P COVER SHEET EXISTING COND/T/ONSITOPOGRAPHIC SURVEY ERC/HEX CONDITIONS OF APPROVAL HORIZONTAL CONTROL PLAN SITE PLAN COMPOSITE UTILITY PLAN TEMPORARY EROS/ON & SEDIMENTATION CONTROL PLAN TEMPORARY EROS/ON & SEDIMENTATION CONTROL NOTES & DETAILS TEMPORARY EROS/ON & SEDIMENTATION CONTROL DETA/LS GRADING PLAN ROAD SECTIONS GRADING DETAILS ROAD & STORM DRAINAGE PLAN ROAD & STORM DRAINAGE PROFICES ROAD & STORM DETAILS WASTEWATER & WA TER PLAN WASTEWA TER & WA TER PROF/LES WASTEWATER STANDARD DETAILS WATER STANDARD DETA/LS TREE RETENT/ON PLAN PA I/EMENT MARK/NG PLAN PA I/EMENT MARK/NG PLAN SIGNING PLAN SIGNING PLAN SIGNING DETAILS PA I/EMEN T MARK/NG & SIGNING DETA/LS PA I/EMEN T MARK/NG & SIGNING DETA/LS ILLUM/NAT/ON PLAN ILLUM/NAT/ON PLAN ILLUM/NAT/ON DETA/LS ILLUM/NAT/ON DETA/LS PHOTOMETRIC CALCULATIONS PHOTOMETRIC CALCULATIONS RRFB PLAN RRFB D-TA /LS RRFB DETAILS OVERALL PLAN LANDSCAPE NOTES AND LEGENDS MA TER/ALS PLAN DETAILS PLANT/NG NOTES AND SCHEDULES PLANT/NG PLAN SHOREL/NE BUFFER ENHANCEMENT PLAN PLANT/NG DETAILS IRR/GAT/ON PLAN SITE PLAN PHOTOMETR/CS SITE PLAN L/GHTING SPEC SHEET CA UT/ON: UTILITY CONFLICTS LOCATIONS OF UT/L/T/ES AS SHOWN ON THESE PLANS ARE BASED ON UNI/ER/F/ED PUBLIC INFORMA T/ON AND SHALL BE FIELD Vf-R/F/ED SY THE CONTRACTOR. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, AND CALL UTILITY LOCATE © 811. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES, CONTACTING THE SURVEYOR OF RECORD TO SURVEY THE HORIZONTAL AND INERT/CAL LOCATIONS AND VERIFY THE LOCAT/ON, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES ON THE PROJECT S/TE. IN ADDITION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFLICTS EXIST. IF CONFLICTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DES/GN, INC. TO RESOL Vf CONFLICTS PR/OR TO PROCEEDING W/TH CONSTRUCTION. SURVEYED: SCALE: SY OTHERS DESIGNED: DAN/EL ✓. LARSON, P.E. DRAWN: CHUCK FENCING ONE INCH KAET7E LANE, f T. IF NOT ONE AT FULL C NCH AP P R APPROVED: SCALE ACCORDINGLY DAN/EL ✓. LARSON, P.E. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. VICIN17 YMAP SCALE I" =1000' DEVELOPMENT ENGINEERING yqi 06/09/2026 w ? .,OF WAsy;yso CIVIL ENGINEERING �• P `' �� LANDSCAPE ARCHITECTURE PLANNING o'• 21018929 '� DESIGN SURVEYING F Os NAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5'26'2& R-427501 W-427501 S-427501 T-427501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surface Water Enginering' jfarah 06/02/2026 WASTEWATER UTILITYIL Mbenoit 06/03/2026 WATER UTILITY ABDOUL GAFOUR 06/09/2026 REGIONAL FIRE AUTHORITY APPROVED cthomas 06/02/2026 KENNYDALE GA TEWA Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 COINER SHEET 0 0 0 0 N N PAGE DRAWING NO: C.I. of W SHEET: OF: 1 48 W W V Q Z CO J Q Cp Q p 000 W � DO Z Q LA.I Lr) Q Ln Ln NUM (jMM W (n m (n W W Qom Q M Q M I.-: J m O M ^ F�. 6 A 2 N 43RD ST STA. 9+07.5 16.5' RT, CENTER CROSSWALK N 43RD ST STA. 9+ 12.5 1.5' LT, BEGIN 75' RADIUS N 43RD ST STA. 9+45.0 7.0' RT, END YELLOW EDGE LINE 7.0' RT, END 75' RADIUS 7.0' RT, BEGIN WIDE EDGE LINE 7.0' RT, BEGIN 45' RADIUS 7.0' RT, BEGIN DOTTED ENTRY LINE 7.0' RT, BEGIN 90' RADIUS N 43RD ST STA. 9+46.5 O Lri 00 + 00 H_ V) Q ct ►j LL, O Z J O O rn Q W H_ W (n Cl � � M O � Q Z Z W m 13.5' LT, END WIDE EDGE LINE 13.5' LT, END 45' RADIUS 13.5' LT, END YELLOW EDGE LINE 13.5' LT, END 150' RADIUS N 43RD ST STA. 9+58.5 37.5' RT, END DOTTED ENTRY LINE 37.5' RT, END 90' RADIUS LK WA BLVD STA. 69+08.5 18.5' LT, BEGIN WIDE EDGE LINE 18.5' LT, BEGIN 45' RADIUS 18.5' LT, END YELLOW EDGE LINE 18.5' LT, END 150' RADIUS LK WA BLVD STA. 68+82.5 10.0' LT, CENTER CROSSWALK LK WA BLVD STA. 68+79.0 22.5' LT, CENTER CROSSWALK LK WA BLVD STA. 68+68.5 7.0' LT, END 85' RADIUS 7.0' LT, BEGIN 150' RADIUS �ry zz z o Ui LO ZZ �U U V) >< J J W m m (n oQ o Q W W Z Z W 0:: J Ln N � o J N ^ N + I-Z Lo z U M J Z 0 N W(nLai W(i'IU-) Z�?ZZ�l:Z Lai (nW(0ujU) OWWW(n ZZ,Z� KZZZ� W) wi oY ,:Q U)N N�� Ocn(n 06�� U-) NjZ�ZZ) Lai VlW(n J Q J J Q 00 J Q J Q J Q 0) J J J p N 3 M 3 -4 Q p -4 + Q Q 4 J Q J Q Q Q+ W�Wz�rnZ�>-�W� Q Q Q + o,>-WWo_ Q + + + Q Q Q Q + Q Q c� coo WOLu Do cnDOZLo J r�N Q Q� ZW WLO �N o Cr- o ,� Or: LO IN O� Q JO, JN U Z-FQZ�W �t U QW N QU QU QNIn QO^LO 00 f- ^ DO p ZCIO kZ(nXQ�ZJZ N��pZ NW NW NQZ NQZ NJpUZ JUJWUQjW��W�C� �I~-3JC0 �Z QjZ pjWC� Qj:z6 Qj�WOWpC� >-m>W'LQQO ��pmzm ca cl) co Oca mom mom C� J C� O J 3 O J Z J m J 3 Z m C� J J 3 J J J 3 J J 3 W J J J W W Q mLf)mZO JpLqmNl=U) Q W� J W W -i J� JO -j n JN� JJDO�� 1= LO LO - W��-etJ`F 00 JO J- M I� N DO -ILriCtw 0� J Ln DO J ►= J O 00-0 00 •- N 00 1 C6 12' SWLK 81 PLNTR SO, 5 / 5 cy c� 00 5�O 4 / alb , i 5 .9 "O 17 8 �6 - 1 �.4 �. \ /S 0611 lb W �p2 L W W z_ O Z z LW >- LW (n LLJ i- U1 6 ��WpQ 000Q �(3na)� OQOW�WQ-czz W) sO J^ Q00 Qc 00 O rn 3 o LLrQ � rn co. OOJO OHO coC>co� 00 ck" 1--p ct, Z Q)U -I " W p ("QQ�c� ("^z cnZ(n� (" Zz cn QZZW W pZ pQQQQCDCD Q 5. W W m m > Z W > U> W > Z Z Z Z W W > J J W m J J V J W W W W m m J oo���� m mom m m O O O O O YLriLriviLri Y`n`n YcoY� YLn�LnLnLr)Ln Y J^^ .- e- J M Ni J N J N JLri ui ui ui Vi L J UNDERGROUND LOCATOR SERVICE CALL BEFOREYOU DIG. 81/q TIN O 0 f W z_ W z Q W -I J J Z O W O cr_N Z O J O W -� uj: j U Q W Q M o U LO Q Q M Q C)j 3 LO rn Z Q. cOo�o to p�opo DU QQ^ Qzz �QQ N6�3 �----- �. QQ ZZ pZZ pWW �WWWLu !- W W >W W >mm I�mmmm J H= m J H= H= m (n H= H= (n i= F= FZ (= O QQ� c QQ� Q� Qc):: 0� ctcr- Q J Lr) to 0 0 u) u) 0 0 0 0 N N REVISION LK WA BLVD STA. 70+67.5 9.0' RT, END 193' RADIUS 9.0' RT, BEGIN 815' RADIUS LK WA BLVD STA. 70+30.5 12.0' RT, BEGIN LANE LINE LK WA BLVD STA. 70+28.5 25.5' RT, CENTER CROSSWALK LK WA BLVD STA. 70+22.5 0.0' RT, CENTER CROSSWALK N 43RD ST STA. 70+20.5 14.0' RT, END STRONG LANE LINE LK WA BLVD STA. 69+95.0 7.0' RT, BEGIN WIDE EDGE LINE 7.0' RT, BEGIN 45' RADIUS 7.0' RT, BEGIN YELLOW EDGE LINE 7.0' RT, BEGIN 160' RADIUS N 43RD ST STA. 10+42.0 36.5' LT, BEGIN DOTTED ENTRY LINE 36.5' LT, BEGIN 80' RADIUS LK WA BLVD STA. 69+73.5 30.5' LT, END 45' RADIUS 30.5 LT, BEGIN 193' RADIUS N 43RD ST STA. 10+49.5 5.5' LT, END WIDE EDGE LINE 5.5' LT, END 60' RADIUS 5.5' LT, END DOTTED ENTRY LINE 5.5' LT, END 80' RADIUS 5.5' LT, BEGIN YELLOW EDGE LINE 5.5' LT, BEGIN 60' RADIUS N 43RD ST STA. 10+67.5 0.0' LT, END YELLOW EDGE LINE 0.0' LT, BEGIN DOUBLE CENTERLINE 3.0' RT, END YELLOW EDGE LINE 3.0' RT, BEGIN DOUBLE CENTERLINE N 43RD ST STA. 10+76.0 0.0' LT, END 60' RADIUS N 43RD ST STA. 10+87.5 0.0' LT, END 90' RADIUS N 43RD ST STA. 1 1 + 15.0 0.0' LT, END DOUBLE CENTER LINE I 7k 0 10 20 40 60 SCALE IN FEET SURVEYED: BY OTHERS DESIGNED: VNH D VB T DRAWN: VNH D VB CHECKED: TTT BY DATE AP P R APPROVED: CTB SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PAVEMENT MARKING & SIGNING GENERAL NOTES 1. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION AND OVERLAY WORK. 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON STANDARDS, CURRENT EDITION. CONTRACTOR SHALL LAYOUT ALL SIGNS AND CHANNELIZATION, AND THEN CONTACT THE ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. v 3. INSTALL ALL SIGNS IN CONCRETE/ASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN NO. 129. 4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO DRIVERS. 5. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 6. ALL THERMOPLASTIC SHALL CONTAIN 3M WET/DRY ELEMENTS. 7. FOR SIGNING AND PAVEMENT MARKING COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425)230-7423. PAVEMENT MARKING NOTES 0 INSTALL WHITE THERMOPLASTIC CROSSWALK PER CITY OF RENTON STANDARD PLANS 109 AND OINSTALL YELLOW PROFILED MMA DOUBLE CENTERLINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. Q OINSTALL WHITE PROFILED MMA SOLID LANE LINE PER CITY OF RENTON STANDARD PLAN 109 �I AND WSDOT STANDARD PLAN M-20.10. ®INSTALL WHITE THERMOPLASTIC TRAFFIC ARROW PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-24.40. OINSTALL YELLOW PROFILED MMA EDGE LINE PER CITY OF RENTON STANDARD PLAN 109 AND AND WSDOT STANDARD PLAN M-20.10. ©INSTALL WHITE PROFILED MMA WIDE DOTTED ENTRY LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. O7 I WHITEMMA STRONG LANE LINE PER CITY OF RENTON STANDARD PLAN 109 NDALL STANDARD PLANM ®10. INSTALL THERMOPLASTIC YIELD LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-24.60. WHITE PROFILED MMA WIDE EDGE LINE PER CITY OF RENTON STANDARD PLAN 109 OINSTALL AND WSDOT STANDARD PLAN M-20.10. \I 10 INSTALL WHITE PROFILED MMA LANE LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. 11 INSTALL WHITE PROFILED MMA EDGE LINE PER CITY OF RENTON STANDARD PLAN 109 AND Qk WSDOT STANDARD PLAN M-20.10. 12 INSTALL PAINTED GORE AREA PER HATCH DETAIL, THIS SHEET. 13 INSTALL WHITE THERMOPLASTIC BIKE LANE SYMBOL PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-9.50. 14 INSTALL WHITE PROFILED MMA DOTTED EXTENSION LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. HATCH DETAIL L- DIRECTION OF TRAVEL 10' 45°, TYP. 12" YELLOW LINE TYP. ,\-- DOUBLE YELLOW CENTERLINE, TYP. DIRECTION OF TRAVEL LEGEND O PAVEMENT MARKING CONSTRUCTION NOTE OVERLAY/NEW PAVEMENT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OR RENTON Planning/Building/Public Works Dept. AOR T ,T WAsy �SSIDNAL ECG` 11 L A EN 520 KI RKLAN D WAY, SUITE 100 KIRKLAND, WA, 98033 TREVOR TAKARA, P.E. 05 26 2026 TAKARA@TENW.COM 1 206-914-3843 T-427502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATIOIj N DEVELOPMENT ENGINEERINGArCBarnes 06/08/2026 yqi 06/09/2026 KENNYDALE GA TEWA Y DATE 0512612026 Q 4350 LAKE WASHINGTON BL VD N, RENTON, WA 9,9056 FIELDBOOK: O PAGE: PAVEMENT MARKING PLAN DRAWING NO: PM 0/ W SHEET: OF: 1 16 W W V Q Z PAVEMENT MARKING & SIGNING GENERAL NOTES 1. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION AND OVERLAY WORK. 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON STANDARDS, CURRENT EDITION. CONTRACTOR SHALL LAYOUT ALL SIGNS AND CHANNELIZATION, AND THEN CONTACT THE ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. 3. INSTALL ALL SIGNS IN CONCRETE/ASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN NO. 129. 4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO DRIVERS. 5. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 6. ALL THERMOPLASTIC SHALL CONTAIN 3M WET/DRY ELEMENTS. 7. FOR SIGNING AND PAVEMENT MARKING COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425)230-7423. LK WA BLVD STA. 67+83.5 0.0' LT, BEGIN 85' RADIUS LK WA BLVD STA. 67+58.0 13.0' LT, END EDGE LINE LK WA BLVD STA. 67+ 18.0 12.0' LT, BEGIN EDGE LINE MATCH EXISTING If 14 PAVEMENT MARKING NOTES OINSTALL WHITE THERMOPLASTIC CROSSWALK PER CITY OF RENTON STANDARD PLANS 109 AND 127. OINSTALL YELLOW PROFILED MMA DOUBLE CENTERLINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. OINSTALL WHITE PROFILED MMA SOLID LANE LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. ®INSTALL WHITE THERMOPLASTIC TRAFFIC ARROW PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-24.40. OINSTALL YELLOW PROFILED MMA EDGE LINE PER CITY OF RENTON STANDARD PLAN 109 AND AND WSDOT STANDARD PLAN M-20.10. ©INSTALL WHITE PROFILED MMA WIDE DOTTED ENTRY LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. OINSTALL WHITE PROFILED MMA STRONG LANE LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. ®INSTALL THERMOPLASTIC YIELD LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-24.60. OINSTALL WHITE PROFILED MMA WIDE EDGE LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. 10 INSTALL WHITE PROFILED MMA LANE LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. 11 INSTALL WHITE PROFILED MMA EDGE LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. 12 INSTALL PAINTED GORE AREA PER HATCH DETAIL, THIS SHEET. 13 INSTALL WHITE THERMOPLASTIC BIKE LANE SYMBOL PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-9.50. 14 INSTALL WHITE PROFILED MMA DOTTED EXTENSION LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. /I/ cy Qv� FF oho lb h LO 5 � 6 5 �� X`S0 lb ON / LK WA BLVD STA. 68+ 10.5 4.5' RT, END 300' RADIUS 4.5' RT, BEGIN 150' RADIUS LK WA BLVD STA. 68+09.0 / 15.5' RT, END 289' RADIUS RADIUS LK WA BLVD STA. 68+00.5 0.5' LT, END COUBLE CENTERLINE 0.5' LT, BEGIN YELLOW EDGE LINE 4\ 2.5' RT, END DOUBLE CENTERLINE 2.5' RT, BEGIN YELLOW EDGE LINE LK WA BLVD STA. 67+58.0 0.0' RT, BEGIN 300' RADIUS 11.0' RT, END DOTTED EXTENSION LINE 11.0' RT, BEGIN LANE LINE 11.0' RT, BEGIN 289' RADIUS LK WA BLVD STA. 67+50.0 0.0' RT, BEGIN DOUBLE CENTERLINE MATCH EXISTING LK WA BLVD STA. 66+59.0 11.0' RT, BEGIN DOTTED EXTENSION LINE TOP BIKE LANE MARKING, CENTER IN LANE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 LK WASHINGTON BLVD STA. 72+09.0 12.5' LT, END LANE LINE 12.5' LT, END 842' RADIUS 1.5' LT, END YELLOW EDGE LINE 1.5' LT, END 831 ' RADIUS I 7k 0 10 20 40 60 SCALE IN FEET SURVEYED: SCALE: BY OTHERS AS NOTED DESIGNED: VNH D VB TTT DRAWN: VNH DVS ONE INCH CHECKED: AT FULL SCALE TTT IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY CTB �1 / / R� 100, LEGEND O PAVEMENT MARKING CONSTRUCTION NOTE OVERLAY/NEW PAVEMENT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OR RENTON Planning/Building/Public Works Dept. Q V 1 EN 520 KI RKLAN D WAY, SUITE 100 KIRKLAND, WA, 98033 TREVOR TAKARA, P.E. 05 26 2026 TAKARA@TENW.COM 1 206-914-3843 T-427503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 06/08/2026 yqi 06/09/2026 l� KENNYDALE GA TEWA Y DATE 0512612026 Q 4350 LAKE WASHINGTON BL VD N, RENTON, WA 9,9056 O FIELDBOOK: PAVEMENT MARKING PLAN PAGE: DRAWING NO: PM 02 W SHEET: OF: 2 16 LO N T O 1— W W V Q Z SF y�yc T Q � STD 6� XSO UNDERGROUND LOCATOR SERVICE CALL BEFOREYOU DIG. 81/q TIN REVISION i "E X 00 I 7k 0 10 20 40 60 SCALE IN FEET SURVEYED: BY OTHERS DESIGNED: VNH D VB T DRAWN: VNH D VB CHECKED: TTT AP P R APPROVED: CTB SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND 0 SIGNING CONSTRUCTION NOTE EXISTNG SIGN NEW SIGN/RELOCATED SIGN EXISTING POLE MOUNTED SIGN NEW POLE MOUNTED SIGN OVERLAY/NEW PAVEMENT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M PAVEMENT MARKING & SIGNING GENERAL NOTES 1. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION AND OVERLAY WORK. 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON STANDARDS, CURRENT EDITION. CONTRACTOR SHALL LAYOUT ALL SIGNS AND CHANNELIZATION, AND THEN CONTACT THE ENGINEER 48—HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. 3. INSTALL ALL SIGNS IN CONCRETE/ASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN NO. 129. 4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO DRIVERS. 5. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 6. ALL THERMOPLASTIC SHALL CONTAIN 3M WET/DRY ELEMENTS. 7. FOR SIGNING AND PAVEMENT MARKING COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425)230-7423. CITY OR RENTON Planning/Building/Public Works Dept. �OR T ,T�� A,- 'pF. WAS,y"••,�9 ' 05-26 2026 -I 7EN w 520 KI RKLAN D WAY, SUITE 100 KIRKLAND, WA, 98033 TREVOR TAKARA, P.E. TAKARA@TENW.COM 1 206-914-3843 Q V 1 T-427504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION ` DEVELOPMENT ENGINEERING % � IL CBarnes 06/08/2026 yqi 06/09/2026 ' KENNYDALE GA TEWA Y DATE 0512612026 Q 4350 LAKE WASHINGTON BL VD N, RENTON, WA 9,9056 FIELDBOOK: O PAGE SIGNING PLAN I DRAWING N0: SG-o1 W SHEET: OF: 3 16 1 W W V Q Z NEW SIGNING NOTES S1 INSTALL ONE (1) NEW 36"X36"X36" R1-2 SIGN ON NEW LUMINAIRE POLE PER WSDOT STANDARD PLAN G-30. 10. S2 INSTALL ONE (1) NEW 36 "X36 "X36" R 1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S3 INSTALL ONE (1) NEW 36 "X36 "X36" R 1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S4 INSTALL ONE (1) NEW 36 "X36 "X36" R 1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S5 INSTALL ONE (1) NEW 30"X24" R6-4 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S6 INSTALL ONE (1) NEW 30"X24" R6-4 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S7 INSTALL ONE (1) NEW 30"X24" R6-4 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S8 INSTALL ONE (1) NEW 30"X24" R6-4 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. Sg INSTALL ONE (1) NEW 60"X18" D3-302 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S 10 INSTALL ONE (1) NEW 60 "X 18" D3-302 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S 1 1 INSTALL ONE (1) NEW 60 "X 18" D3-302 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S 12 INSTALL ONE (1) NEW 60 "X 18" D3-302 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S13 INSTALL ONE (1) NEW 60"X18" R4-7 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S14 INSTALL ONE (1) NEW 60"X18" R4-7 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S15 INSTALL ONE (1) NEW 60"X18" R4-7 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S16 INSTALL ONE (1) NEW 60"X18" R4-7 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S 17 INSTALL ONE (1) NEW 30 "X30" W 1 1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S 18 INSTALL ONE (1) NEW 24 "X30" W 16-7PL SIGN BELOW W 1 1-2 SIGN ON NEW POST PER CITY OF RENTON STANDARD PLAN 129. S 19 INSTALL ONE (1) NEW 30 "X30" W 1 1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S20 INSTALL ONE (1) NEW 24"X30" W16-7PL SIGN BELOW W1 1-2 SIGN ON NEW POST PER CITY OF RENTON STANDARD PLAN 129. S21 INSTALL ONE (1) NEW 30"X30" W1 1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S22 INSTALL ONE (1) NEW 24 "X30" W 16-7PL SIGN BELOW W 1 1-2 SIGN ON NEW POST PER CITY OF RENTON STANDARD PLAN 129. S23 INSTALL ONE (1) NEW 30"X30" W1 1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S24 INSTALL ONE (1) NEW 24 "X30" W 16-7PL SIGN BELOW W 1 1-2 SIGN ON NEW POST PER CITY OF RENTON STANDARD PLAN 129. S25 INSTALL ONE (1) NEW 30"X30" W1 1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S26 INSTALL ONE (1) NEW 24"X30" W16-7PL SIGN BELOW W1 1-2 SIGN ON NEW POST PER CITY OF RENTON STANDARD PLAN 129. S27 INSTALL ONE (1) NEW 30"X30" W1 1-2 SIGN ON NEW LUMINAIRE POLE PER WSDOT STANDARD PLAN G-30.10. INSTALL ONE (1) NEW 24"X30" W16-7PL SIGN BELOW W1 1-2 SIGN ON NEW LUMINAIRE POLE PER WSDOT STANDARD PLAN S28 G-30.10. S29 INSTALL ONE (1) NEW 30"X30" W1 1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S30 INSTALL ONE (1) NEW 24 "X30" W 16-7PR SIGN BELOW W 1 1-2 SIGN ON NEW POST PER CITY OF RENTON STANDARD PLAN 129. S31 INSTALL ONE (1) NEW 30"X30" W1 1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S32 INSTALL ONE (1) NEW 24 "X30" W 16-7PR SIGN BELOW W 1 1-2 SIGN ON NEW POST PER CITY OF RENTON STANDARD PLAN 129. S33 INSTALL ONE (1) NEW 36"X36" R3-8 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S34 INSTALL ONE (1) NEW 36"X36" R3-8 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S35 INSTALL ONE (1) NEW 36 "X36 "X36" R 1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S36 INSTALL ONE (1) NEW 36"X36"X36" R1-2 SIGN TO NEW POST PER CITY OF RENTON STANDARD PLAN 129. S37 INSTALL ONE (1) NEW 24 "X 18" R3-17 SIGN TO NEW LUMINAIRE POLE PER WSDOT STANDARD PLAN G-30.10. S38 INSTALL ONE (1) NEW 24 "X8" R3-178P SIGN BELOW R3-17 SIGN ON NEW LUMINAIRE POLE PER WSDOT STANDARD PLAN G-30.10. RELOCATION SIGNING NOTES R1 RELOCATE EXISTING W2-1 SIGN TO NEW LOCATION. INSTALL NEW POST PER CITY OF RENTON STANDARD PLAN 129. R2 RELOCATE EXISTING W 1 1-15P SIGN TO NEW LOCATION. INSTALL NEW POST PER CITY OF RENTON STANDARD PLAN 129. R3 RELOCATE EXISTING R16-9P SIGN TO NEW LOCATION. INSTALL NEW POST PER CITY OF RENTON STANDARD PLAN 129. R4 RELOCATE EXISTING R5-3 CUSTOM SIGN TO NEW LOCATION. INSTALL NEW POST PER CITY OF RENTON STANDARD PLAN 129. R5 RELOCATE EXISTING R5-3 CUSTOM SIGN TO NEW LOCATION. INSTALL NEW POST PER CITY OF RENTON STANDARD PLAN 129. R6 RELOCATE EXISTING W2-1 SIGN TO NEW LOCATION. INSTALL ON NEW LUMINAIRE POLE PER WSDOT STANDARD PLAN G-30.10. RELOCATE EXISTING W 1 1-15P SIGN TO NEW LOCATION. INSTALL BELOW W2-1 ON NEW LUMINAIRE POLE PER WSDOT STANDARD R7 PLAN G-30.10. RS RELOCATE EXISTING R 16-9P SIGN TO NEW LOCATION. INSTALL BELOW W 1 1-15P ON NEW LUMINAIRE POLE PER WSDOT STANDARD PLAN G-30.10. R9 RELOCATE EXISTING R8-1 SIGN TO NEW LOCATION. INSTALL NEW POST PER CITY OF RENTON STANDARD PLAN 129. DEMO SIGNING NOTES D 1 REMOVE EXISTING R 1-1 SIGN AND POST. FILL AND COMPACT VOID. D2 REMOVE EXISTING R1-1 SIGN AND POST. FILL AND COMPACT VOID. D3 REMOVE EXISTING R1-1 SIGN AND POST. FILL AND COMPACT VOID. D4 REMOVE EXISTING STREET NAME SIGN. D5 REMOVE EXISTING STREET NAME SIGN. UNDERGROUND LOCATOR SERVICE CALL BEFOREYOU DIG. 81/q TIN SIGN INSTALLATION SPECIFICATIONS SIGN ID SIGN CODE REFERENCE ROAD/ STATION SIGN SIZE SHEETING TYPE CLEARANCE (1) ORIENTATION NOTES STATION OFFSET X Y V W S 1 R 1-2 LK 69+93.5 61.5' LT 36" 36" 111 OR IV 7 3.5 (2) MOUNT ON LUM. POLE (1) S2 R 1-2 43 9+36.5 23.5' RT 36" 36" 111 OR IV 7 3.5 (2) MOUNT ON LUM. POLE (1) S3 R 1-2 LK 68+92.5 33.0' RT 36" 36" 111 OR IV 7 5.5 (2) MOUNT ON LUM. POLE (1) S4 R 1-2 43 10+60.0 22.0' LT 36" 36" 111 OR IV 7 3.5 (2) FIXED -BASE ASSEMBLY (1) S5 R6-4 LK 69+64.5 17.5' RT 30" 24" 111 OR IV -- 1.5 90' (3) FIXED -BASE ASSEMBLY (1) S6 R6-4 43 9+78.5 8.0' RT 30" 24" 111 OR IV -- 1.5 90' (3) FIXED -BASE ASSEMBLY (1) S7 R6-4 LK 69+44.5 1.5' RT 30" 24" III OR IV -- 1.5 90' (3) FIXED -BASE ASSEMBLY (1) S8 R6-4 43 10+00.5 9.0' RT 30" 24" III OR IV -- 1.5 90' (3) FIXED -BASE ASSEMBLY (1) S9 D3-302 LK 70+04.0 2.5' LT 60" 18" 111 OR IV 7 5.5 315' (3) FIXED -BASE ASSEMBLY (1) S10 D3-302 43 9+37.0 4.0' LT 60" 18" III OR IV 7 7 315' (3) FIXED -BASE ASSEMBLY (1) S1 1 D3-302 LK 69+01.0 8.0' LT 60" 18" III OR IV 7 5.5 315' (3) FIXED -BASE ASSEMBLY (1) S12 D3-302 43 10+55.5 2.0' RT 60" 18" III OR IV 7 4.5 315' (3) FIXED -BASE ASSEMBLY (1) S13 R4-7 43 10+62.0 2.0' RT 36" 36" III OR IV 7 2 (2) FIXED -BASE ASSEMBLY (1) S 14 R4-7 LK 68+ 1 1.0 1.5' RT 36" 36" III OR IV 7 2 (2) FIXED -BASE ASSEMBLY (1) S15 R4-7 43 9+03.0 1.5' LT 36" 36" III OR IV 7 2 (2) FIXED -BASE ASSEMBLY (1) S16 R4-7 LK 72+08.5 1.0' RT 36" 36" III OR IV 7 2 (2) FIXED -BASE ASSEMBLY (1) S 1 R3-8 LK 68+ 12.5 15.0' RT 36" 36" Ill OR IV 7 3.5 (2) MOUNT ON LUM. POLE (1) S18 R3-8 LK 71 +33.0 32.0' LT 36" 36" Ill OR IV 7 3.5 (2) FIXED -BASE ASSEMBLY (1) S 19 R 1-2 LK 70+03.0 10.5' LT 36" 36" Ill OR IV 7 3.5 (2) FIXED -BASE ASSEMBLY (1) S20 R1-2 LK 69+03.0 1.5' LT 36" 36" 111 OR IV 7 3.5 (2) FIXED -BASE ASSEMBLY (1) S21 R3-17 LK 66+59.0 19.5' RT 24" 8" 111 OR IV -- 3.5 (2) FIXED -BASE ASSEMBLY (1) S22 R3-17PB LK 66+59.0 19.5' RT 24" 8" 111 OR IV 7 -- (2) MOUNT BELOW R3-17 R1 W2-1 LK 70+84.5 33.5' LT EX EX EX -- 3.5 (2) RELOCATE EXISTING SIGN(1) R2 W 1 1-15P LK 70+84.5 33.5' LT EX EX EX -- -- (2) RELOCATE EXISTING SIGN(1) R3 R16-9P LK 70+84.5 33.5' LT EX EX EX 7 -- (2) RELOCATE EXISTING SIGNO) R4 R5-3 43 8+85.5 23.0' LT EX EX EX 7 3.5 90° (3) RELOCATE EXISTING SIGN(1) R5 R5-3 43 9+05.5 19.5' RT EX EX EX 7 3.5 270°(3) RELOCATE EXISTING SIGN(1) R6 W2-1 LK 68+ 17.0 31.0' RT EX EX EX -- 3.5 (2) RELOCATE EXISTING SIGN(1) R7 W 1 1-15P LK 68+ 17.0 31.0' RT EX EX EX -- -- (2) MOUNT BELOW W2-1 (1) RS R 16-9P LK 68+ 17.0 31.0' RT EX EX EX 7 -- (2) MOUNT BELOW W 1 1-15P(1) R9 R8-1 LK 67+ 10.0 19.5' LT EX EX EX 7 -- (2) RELOCATE EXISTING SIGN(1) D 1 R 1-1 EX EX EX EX EX N/A N/A N/A REMOVE SIGN AND POST D2 R 1-1 EX EX EX EX EX N/A N/A N/A REMOVE SIGN AND POST D3 STREET SIGN EX EX EX EX EX N/A N/A N/A REMOVE SIGN AND POST D4 STREET DIGN EX EX EX EX EX N/A N/A N/A REMOVE SIGN AND POST DS R 1-1 EX EX EX EX EX N/A N/A N/A REMOVE SIGN AND POST (1) WHEN SIGN IS PLACED BEHIND CURB THE V-DIMENSION SHALL BE MEASURED FROM THE TOP OF THE CURB AND THE W-DIMENSION SHALL BE MEASURED FROM THE FACE OF CURB CLOSEST TO THE DIRECTION OF TRAFFIC THE SIGN IS FACING. (2) ALL SIGNS SHALL BE INSTALLED PERPENDICULAR TO THE FACE OF CURB UNLESS OTHERWISE NOTED. (3) SIGN SHALL BE ROTATED CLOCKWISE FROM THE FACE OF CURB. REVISION i IE -jn;PC SURVEYED: BY OTHERS DESIGNED: VNH D VB T DRAWN: VNH D VB CHECKED: TTT APPROVED: CTB SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SIGN LEGEND (AFFECTED SIGNS ONLY) 1(ikiWashBlvd NQ NEW D3-302 (60"xl8") BLACK/WHITE S9 S11 N 43 RD ST a NEW D3-302 (60"xl8") BLACK/WHITE S10 S12 NEW R3-8 (36 "x36 ") S17 RELOCATE W2-1 (36 "x36 ") R1 R6 NJ7ELD NEW R 1-2 (36"x36"x36") S1 S2 S3 S4 S19 S20 if NEW R4-7 (24 "x30 ") S13 S14 S15 S16 NEW R3-8 (36 "x36 ") S18 RELOCATE TRAIL I W 1 1-15P X-ING (24"x24") R2 R7 RELOCATE R16-9P AHEAD (24"x12") R3 R8 »I NEW R6-4 (30 "x24 ") S5 S6 S7 SS NEW R3-17 (24"x18") S21 NEW ENDS R3-178P (24"x8") S22 NO MOTOR VEHICLES KCC.7.12.260 & 7.12.295 AUTHORIZED VEHICLES ONLY RELOCATE R5-3 CUSTOM (24 "x24 ") R4 R5 REMOVE N 43 RD ST STREET NAME NOSTOP SIGN PARKI ON D3 IPAVEM]ENT RELOCATE REMOVE REMOVE R8-1 R 1-1 LK WASHINGTON BLVD STREET NAME (12"x18") (36"x36") SIGN R9 D1 D2 DS D4 CITY 0E RENTON Planning/Building/Public Works Dept. 'ice; ' 'W rEm 520 KI RKLAN D WAY, SUITE 100 KIRKLAND, WA, 98033 TREVOR TAKARA, P.E. 05 26 2026 TAKARA@TENW.COM 1 206-914-3843 T-427506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION CBarnes 06/08/2026 71 DEVELOPMENT ENGINEERING � �' lk yq i 06/09/2026 KENNYDALE GA TEWA Y 4350 LAKE WASHINGTON BL VD N, RENTON, WA 9,9056 SIGNING DETAILS DATE: 0512612026 FIELDBOOK: PAGE: SG- 03 SHEET: OF: 5 16 Q V 1 W W V Q Z 1 . ^ NOTES uJ 3 e 3 10, 30' 1 1O 1. Dotted Extension Line shall be the same color as the line it is extending. 7 g 3 N2. Edge Line shall be white an the right edge of traveled way, and yellow on the left edge of traveled way (on one-way roadways). Solid Lane Line dl shall be white. �� s• i 3. The distance between the lines of the Double Centerline shall be 12" everywhere, except 4" for left -turn channelization and narrow roadways T with lane widths of 10 feet or less. Local Agencies (on non -state routes) } may specify a 4" distance for all locations. DOTTED LANE LINE WHITE WIDE DOTTED LANE LINE WHITE L I CENTERLINE & LANE LINE WHITE LANE TINE WHITE V CENTERLINE' The distance between the lines of the Double Lane Line shall be 4". -L O10' 1 30' 10' SEE CONTRACT FOR LENGTH y 2' 1 8' 2' 6' 6' 6' i SEE NOTE 3 al YELLOW - DBL. CENTERLINE, -. j YELLOW DOUBLE CENTERLINE & DOUBLE LANE LINE WHITE' DEL. LANE LINE YELLOW OR WHITE - SEE NOTE 1 WHITE NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE DOTTED EXTENSION LINE WIDE DOTTED EXTENSION LINE w 10' 30' 1D SEE CONTRACT FOR LENGTH o LL mom 1u' = m ,J4 .. WHITE WIDE EDGE LINE & WIDE SOLID LANE LINE o ROUNDABOUT SPECIFIC LINES YELLOW OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS REVERSIBLE LANE LINE 3 2' 3 63 s 10' W.10' SEE CONTRACT FOR LENGTH t J. T = T J. V O�LQ OT WA46�ty �Svt I WA46�ty d� 7 WHITE \ YELLOW OR WHITE O _�1 •v "'t ` I alsn 4>val D ¢, -SEE NOTE 1 •''H ,o w WIDE DOTTED ENTRY LINE STRONG LANE LINE y \ \1 Oder 4P , 36103 STS� �4 OPTION TO USE As CIRCULATORY ON ROUNDABOUT APPLICATIONS otE f F6p36103 STBR6OGt�� wHlre DOUBLE WIDE LANE LINE WHITE 10 AL t SrONAL t 1 WIDE BROKEN LANE LINE Aug 1, 2022 Aug 1, 2022 SEE CONTRACT FOR LENGTH LONGITUDINAL LONGITUDINAL SEE CONTRACT FOR LENGTH MARKING PATTERNS 4' S 4' MARKING PATTERNS 11 4 a STANDARD PLAN M-20.10-04 STANDARD PLAN M-20.10-04 17 SHEET 1 OF 4 SHEETS SHEET 2OF 4 SHEETS APPROVED FOR PUBLICATION APPROVED FOR PUBLICATION YELLOW OR WHITE - m Aug 2, 2022y Aug 2, 2022 SEE NOTE - ..lw srnn ufisaaaea9wee6 WIDE DOTTED CIRCULATING LANE LINE i srAn °fisaw e"omeE6 W°-^ ao. Oryo men WhamP-N- .n WHITE wm4 ye.n ao. EDGE LINE & SOLID LANE LINE BARRIER LINE YELLOW Oryo men WhamP-N- .n SYMBOL MARKING A. B D D UN MMU MGAREA TRAFFIC E J 0 TRAFFIC TRAFFIC TRAFFIC DIMENSIONS T! TYPE'1 V-0- 7-V i3'-e° WA LE�1fLUW 4S LIPF# 2SSD SQ.FT. LANE LANE VEHICLE VEHICLE g ! 4'-0•Mr1X aftil L I YIELD AHEAD SYMBOL WHEEL PATH ME PATH = 3" A TYPE2 &-D" 3l2D'-P MIA 45 MPH OR GREATfA4 SSS4 SOFT. VEHICLE VEHICLE 11 & LANE TYPE '1 i`-� S` 4-S` Ir LLESS'lLRN45MRN 0.75 SOFT, .. '''...,... I TRAFFIC ram+ ,_ ..L� 1. �. \ - LL 3' 0„ s" _�_ ALUMINUM VNiEEL PATH _ WHEEL PATH -- -I " + WINDBEAM 3/1e' (IN) ALUMINUM `-` m RNETIIAmA . a 4- (IN) 4'-0" 1'-0" ALUMINUM e YIELfjIJIIfE$YIIA 31 TYPES d-6' 1`-Ipr .T-IG` i'-S` 45MPHORGR€AT€R 3ABaIn. LANE � I � A j WINDBEAM o I B AC TVPE2 7-IY V-O+ S-0+ P-IT ROUNDABOLTENTR.Y * SIKISQFT VEHICLE Ifs a In 1 ` N 4y _ --- -r _ _ _ _ _ . MOUNTING BRACKEr ND STEELSTRAP MINIMUM OF 41N LAW w WHEEL PATH I b k 11.,E ^ ^ D e k o - - (SEE NOTE 1) GRID i54^(IN)S9UARE WBTKIN(LAREA=1.41 ,Se,T;FT. Illf Ij �( ACCESS PARKING SPACE SYMBOL i I a m - --------- - - - - - - - II w I SIGN PANEL IMINIMUMJ I A B A x LANE W ry j 1" (TYP.) o I o i - 3 -- - ------ - .. - z LANE z ----- - - - - - ---�- - -- a w rti w -i - SIGNAL TA LIGHT MI� MIN. MIN. � D b BACK OF SIGN PANEL , / r i STANDARD j 7 O IN. MIN. I, LEVEL BACK OF SIGN PANEL )+ C LANE LANE LANE lia B .� EDGE (>< it x i x i• SECTION OB LINE U CI 9 I w EDGE I t 1 x w I x w LINE !:• w� b w . A I � i SIGNAL OR LIGHT STANDARD (REFER TO LAN!_ B LINES .-C�d fQ-. m EDGE _ ! APPROVED SHOP DRAWINGS FOR - -.� EDGE I / ` - LINE z S ! ! MAXIMUM ALLOWED SQUARE FOOTAGE) SYMBOL LINE i 11. SIGNAL OR LIGHT STANDARD WARM "All YIELD LINE SYMBOL HIGH-SPEED APPLICATION TRAFFIC HIGH-SPEED APPLICATION ®RID I94"(tFS Sf MAR[BNO AREAaBAS BQFT- „I 6-P (MULTIPLE SYMBOLS REQUIRED = j ACCPMMMGBRACESYI TORTRSEEC NT'YIELDLINE- LANE ` Fw W MARI9NG /YLFJL -12,>B fimFi. SEE CONTRACT TRAFFIC VEHICLE w IAA �REEli BUMP SYMBOL I LANE TRAFFIC WHEEi .PATH _ rn VEHICLE LANE WHEEL PATH lr " C �, VEHICLE WHEEL PATH H CD SIGN INSTALLATION ON SIGNAL OR LIGHT STANDARD C. Ijjl w y` I I II o k LANE p I� 1, X z� fi HIS c}� MIN MYN. w � m p A 29115 O 4� O 3' - 9" 3' - 3- at, 4e z911s NO •�W'3 4 fo &� afdT7d� LANE z O15TBT tigII DIMENSIONS NS Qfarea o`2 MIN. MIN. O _ N N a GlIP'JY�L i�, m z ONAL % X Y C D MOUNTING BRACKET ONAL LANE w $ 4 : p•p j AND STEEL STRAP John z - W&k'BIll w ��', E 8EE NOTE 1) J1 2220115930 AM rk S' - CrD' 2' - 8" 1' - Cr0" 8" ruRM120Ta�rp Pia I �' O a �I =7 u 5 V_W V-a' r-Ir a' Y Ilil i 'i SIGN INSTALLATION " " $iM6#iL MARKINGS x TRAFFIC LETTER AND - i�� �- i w o NUMERAL APPLICATIONS 3''p 4' d 1' 3" a' ON SIGNAL AND MISCELLANEOUS o p j LIGHT STANDARDS sFEET2LAN 111ETS m w STANDARD PLAN M-80.10-01 NOTE: 2 s 1 3 s LEVEL i � � � I ) � o II I BAQKOFSIGNPANEL STANDARD PLAN G-30.10-04 @-4• 4 STANDARD PLAN Mw24.80�04 SHEET 2 OF 2 SHEETS SHEET 2OF 2 SHEETS ` TOTAL wlRrarq AREA 6126M SO -FT. ❑ TOTAL MAR)GNG AREA 15.44 Sti.FT. _. - S • 3"' 3 - 3' EDGE MIN. MIN. EDGE S Pasco BakotLch NI (76-03-11 Any Lane Use Sign greater than 7.5 sq R. �r I APPRO D FOR PUBLICATION WHITE -BJB91 BLUE -1B.lSO.I-T. YIRUM-4.�SAOl BLUE sS.E ,%Fr. YIELD AHEADMYNE(DL APPROtll3xFdymi' CAnpM MIN MIN. 3' 3",.3'!3 LINE w APPROVED FOR PUBLICATION requlresaSpecial Design Mast Arm -+-C DWI D•j-�-C - rm is IAM dWdn6,Y ACCESS PARKING SPACE SYMBOL(STANDARD) ACCESS PARN�iGSPACE SYMBOL(MINIMUM) mo�ao��a L LINE - EDGE s,6o6slcxsclN6E6 are and 5lgnalPole. -<, m�reoewae.e.®, WITH BLUE BACKGROUND ANO WHITE BORDER WIN BLUE BADK�OUND AND WHITE BORDER wiial Iaas �daa:� ' -- I LINE T washineron mvn o.Ponm.m d7ran.ponanan � wadngen Srr. GPs�.�ndim�pa.eiim ;REQUIRED FOR CEMENT CONCRETE SURFACES) (REQUIRED FOR CIEMENT CONDRBTESURFACES) HIGHSPEED APPLICATION LOIN -SPEED APPLICATION -" MAST ARM -MOUNTED LANE USE SIGNS SYMBOL NOTE 1'-4" 1'-0" SYMMETRICAL ABOUT V-4" 1'-I & LANE Uas the dimensions shown on this plan for each type of Traffic Arrow V - 2" z -a• 3 being placed on roadways with a posted speed limit of 40 mph or lower. N 1' 3" I rc j SYMBOL & LANE .SYMBOL m J p ELUPS_ E %1". I i I I zr b b MARICNG AREA Xw�r p, " 7.73 SQ.FT. - < 2 I S.D Ea j N < W m,. TYPE 2SR (RIGHT):g: TRAFFIC ARROW a MIRROR IMAGE OF TYPE 2SL TRAFFIC ARROW w �j`- T ��• (SHOWN AT REDUCED SCALE) T - T CENTER POINY • t• • -YgnG7 ` MARKING AREA b b OC • WASL; �• i - 12.58 SO -FT. - DF ELLIPSES MARKING AREA T - 4" < 8.03 SQ.FT. - 1' - 2" IrZ SYMBOLS LANE GRID rS 4" (IN) SQUARE _ BICYCLE c TOTAL MARKING AREA •/wiN v ` ' Eti1PSE "A- U EN �l F. 1 10.27 SQ.FT. �, F' STE rYPE� �IW- ,'P.56329��0;2 520 KIRKLAND WAY, SUITE 100 TRAFFICARROWT-2. ( ILL SS�.,,,,. ,. �G KIRKLAND, WA, 98033 EWPSE"A• m ELLIPSE"A'"� ONAL B" b EWPSE "B' rn AXIS 10" - ELLIPSE 'W AXIS TYPE 7S � li 3 TREVOR TAKARA, P.E. TRAFFIC ARROW b EWPSE "a" m b c m b 05-26 2026 TAKARA@TENW.COM 206-914-3843 b m �A�1P.ly J' W9 w OY W.LfB d`S' 04 OT WtiSg �'rf MARKING AREA �. u u u u ih io 7 w 14.83 SQ.FT. �, "+ (d _ _ T-427508 a CENTER POINT I OF ELLIPSES P m LANE LINE 9 W �__- - - IN COMPLIANCE WITH CITY F RENTON STANDARDS W O 36103 O � O 36103 O �V C O /1 /1 O O ('1 ('1 A8 CI STBQY' 1� EDGE OF 1V. 1V J J CENTER POINT TYPE 3SR (RIGHT) By.' ��G BIKE LANE 3" 'rJ' j `tQG TRAFFIC ARROW ONAL M e o21 G �EA M a KI sa AREA ONAL _OF Ei,EIP9- GRID IS 4.3N1 SQUARE Brian -. MIRROR IMAGE OF GRID IS 7" (IN) SQUARE a S. waL�6, man .o A 16 2015 2:21 1T4 lQ TYPE 38L TRAFFIC ARROW -RIDER_ 7®242014 L33 PM I , I it GRID 134'0N) SQUARE (SHOWN AT REDUCED SCALE) SYMBOL MARKINGS ^�- � �-" BIKE TILYMBOL ;' TRANSPORTATION OPERATION010&w MARKING AREA a" TRAFFIC ARROWS FOR KEYNOTES BIKE LANE ARROW BICYCLE LANE SYMBOL DEVELOPMENT ENGINEERING w Q 1a.e35Q.Fr. DETAIL LAYOUT CBarnes 06/08/2026 �+ w r-T r-s LOW -SPEED ROADWAYS BICYCLE LANE SYMBOL 1 Bid Item "Bicycle Lane Symbol" 6 2 6 1 MARKING AREA ELLIPSE"A" STANDARD PLAN M-24.40-02 `y y STANDARD PLAN M-9.50-02 yql 06�09�2o2V W > e'• � LAYOUT Includes Bike Lane Arrow and m 7.73 SQ.FT. AXIS SHEET 1 OF 2 SHEETS Bike Rider Symbol. SHEET 1 OF 1 SHEET 1 O 10" -ELLIPSE "B" AXIS c1 1� - y� 1� _ g• APPROVED FOR PUBLICATION GENERAL NOTE APPROVED FOR PUBLICATION JELLIPSE "A TYPE 3SL (LEFT) TRAFFIC ARROW kp ww1s 1m11 AM 2' (I) x 6' (it) White Bike Lane Arrow. _ > 24 444 Axis W6 See Contract for location and material requirements. _•;j;T-" '�2"m'°`stress 10" - ELUPSE "B" IS � -1 oEslca e6cmEm: Q Bike Rider Symbol. � stare ceslca ervela6e6 V wnahingim smre oeponmem dTnonpanoim WmNn9ron Smro Dopanmom dTrarupormlion a TYPE 28L (LEFT► TRAFFIC ARROW 19 - t -" SURVEYED: SCALE: DATE: BY OTHERS VERTICAL: NAVD 83/1 CITY 0 F `(ENNYDALE GA TEWA Y 0512612026 Q AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: 4350 LAKE WASHINGTON BL VD N, RENTON, WA 98056 FIELDBOOK: UNDERGROUND LOCATOR SERVICE VNH OVB TTT R E N TO N PAGE: DRAWN: PAVEMENT MARKING & SIGNING DETAILS DRAWING NO: CALL BEFORE YOU DIG. t/NH O!/B ONE INCH DATUM B%1 T��CKED: AT F NOT L SCNCH Planning/Building/Public Works Dept. SG-05 N 0. REVISION BY DATE Al APPROVED: SCALE ACCORDINGLY SHEET: OF: CTB 7 16 U-) ILLUMINATION CONSTRUCTION NOTES: N 1 CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. O FURNISH AND INSTALL NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, ROADWAY SCALE LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE T SCHEDULE, THIS SHEET, AND CITY OF RENTON STANDARD PLANS 117.1, 119, 120, AND J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE ROADWAY SCALE ILLUMINATION POLE SCHEDULE, THIS SHEET, AND CITY OF O RENTON STANDARD PLAN 121. O EXISTING STREET LIGHT INSTALLED WITH WSDOT IMPROVEMENTS TO REMAIN. 0 3 FURNISH AND INSTALL NEW SERVICE CABINET PER CITY OF RENTON STANDARD PLANS 122.1, 122.2, 126.1, AND 126.2. OPOWER SOURCE LOCATION UNKNOWN AT TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL COORDINATE WITH PSE TO CONFIRM A LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION INCLUDING Q COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE 1 , ' POWER SOURCE. CONDUIT SHALL BE CONTINUOUS BETWEEN THE SERVICE `V CABINET AND THE POWER SOURCE. PSE SHALL MAKE THE FINAL CONNECTION TO THE POWER SOURCE. O REMOVE EXISTING JUNCTION BOX. FILL AND COMPACT VOID. CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. *-4O6 FURNISH AND INSTALL NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, ROADWAY AND PEDESTRIAN SCALE LUMINAIRES, AND JUNCTION BOX PER O ILLUMINATION POLE SCHEDULE, THIS SHEET, AND CITY OF RENTON STANDARD PLANS 117.1, 119, 120, AND J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE ROADWAY SCALE ILLUMINATION POLE SCHEDULE, THIS SHEET, AND CITY OF RENTON STANDARD PLAN 121. O REMOVE EXISTING LIGHT POLE AND FOUNDATION. SALVAGE MATERIALS TO THE ,4 CITY OF RENTON. / x r ° PSE1 0 J If IF cy X) SO 02 oe 4\ 4 / 1 2 1 / 2 2 4 o /a / 1 1 ILLUMINATION GENERAL NOTES 1. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY. FINAL LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND CONFIRMED IN THE FIELD BY THE ENGINEER. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS CITY OF RENTON STANDARDS AND WSDOT STANDARDS AND SPECIFICATIONS, CURRENT EDITION. 3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 7. POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. 8. ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECTION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDATION. 9. CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND/ROUGH-IN INSPECTION. 10. CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER (ERIC CUTSHALL, 425-430-7423) FOR STREET LIGHTING COMPLIANCE TO STANDARDS INSPECTION PRIOR TO ENERGIZING. 11. FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTION, THE CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR SERVICE INSPECTION. 12. FOLLOWING THE SERVICE INSPECTION FROM CITY ELECTRICAL INSPECTOR, ELECTRICAL CONTRACTOR SHALL SUBMIT APPLICATION TO PSE TO ENERGIZE THE STREET LIGHTING. 13. ELECTRICAL CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN ENERGIZED. 14. CONTRACTOR SHALL POTHOLE ALL POLE LOCATIONS TO CONFIRM THAT THERE ARE NO UNDERGROUND CONFLICTS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. 15. THE CONTRACTOR SHALL CONFIRM THAT THE APPROPRIATE MINIMUM CIRCUMFERENTIAL CLEARANCE IS PROVIDED BETWEEN LUMINAIRE POLES AND OVERHEAD POWER LINES. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. PSE STREET LIGHTING SCOPE OF WORK ILLUMINATION POLE SCHEDULE (INSTALLED BY PSE STREET LIGHTING) LUM. STREET STATION OFFSET MOUNTING ARM POLE LUMINAIRE TYPE GE CATALOGUE # WATTAGE /TYPE INITIAL COMMENT POLE N0. HEIGHT LENGTH LUMENS P1 LAKE WASHINGTON EX EX EX 30' EX 14' EX GE EVOLVE GE EVOLVE 59W 8,000 REPLACE EXISTING FIXTURE WITH NEW LUMINAIRE. BLVD N ERL1_08C540 ERL1008C540AGRAYX378 LED TO BE INSTALLED BY PSE STREET LIGHTING. PSE STREET LIGHTING CONSTRUCTION NOTE PSE1 EXISTING UTILITY POLE TO REMAIN. PSE TO REMOVE EXISTING UTILITY POLE MOUNTED ARM AND FIXTURE. EXISTING UTILITY POLE AND ARM TO REMAIN. REPLACE EXISTING UTILITY POLE MOUNTED FIXTURE WITH NEW LUMINAIRE PER ILLUMINATION POLE SCHEDULE, THIS SE2 SHEET. LUMINAIRE SHALL BE INSTALLED BY PSE STREET LIGHTING. PSE STREET LIGHTING GENERAL NOTE 1. PROJECT CONTRACTOR SHALL COORDINATE WITH PSE STREET LIGHTING TO SCHEDULE INSTALLATION, INCLUDING COMPLETING ALL FORMS, PAYMENT OF ALL FEES, ETC. ASSOCIATED WITH THE INSTALLATION. PSE STREET LIGHTING SHALL FURNISH AND INSTALL ALL MATERIALS BY CONTRACT WITH THE DEVELOPER. ILLUMINATION POLE SCHEDULE LUM. POLE ID POLE MOUNT. ARM SERVICE/ WATTAGE INITIAL FIXTURE MODEL DIST. COLOR POLE POLE NO. NUMBER *** STREET STATION * OFFSET * LATITUDE ** LONGITUDE ** HEIGHT HEIGHT LENGTH VOLTAGE CIRCUIT ITYPE LUMENS (OR APPROVED EQUAL) TYPE TEMP. TYPE BASE COMMENT **** 1 LAKE WASHINGTON 65+45.0 38.5' RT 40' 35.5' 2' 240 ILUM A 85W LED 10,302 CYCLONE DOMIA Ill 4000K DECORATIVE FIXED NEW FOUNDATION AND POLE PER RENTON BLVD N CY55P1B-FCG-T3M-P60-4K ALUMINUM STANDARD PLANS 117.1. O LAKE WASHINGTON 66+60.5 41.5' RT 40' 35.5' 2' 240 ILUM A 85W LED 10,302 CYCLONE DOMIA Ill 4000K DECORATIVE FIXED NEW FOUNDATION AND POLE PER RENTON BLVD N CY55P1B-FCG-T3M-P60-4K ALUMINUM STANDARD PLANS 117.1. O LAKE WASHINGTON 67+59.5 14.0' RT 40' 35.5' 2' 240 ILUM A 85W LED 10,302 CYCLONE DOMIA CY55P1B-FGC-T3M-P60-4K Ill 4000K DECORATIVE FIXED NEW FOUNDATION AND POLE PER RENTON BLVD N 16.5' 2' 44W LED 5,364 & CY55P1A-FGC-T3M-P30-4K ALUMINUM STANDARD PLANS 117.1. G LAKE WASHINGTON 68+25.0 49.5' RT 40' 35.5' 2' 240 ILUM A 85W LED 10,302 CYCLONE DOMIA Ill 4000K DECORATIVE FIXED NEW FOUNDATION AND POLE PER RENTON BLVD N CY55P1B-FCG-T3M-P60-4K ALUMINUM STANDARD PLANS 117.1. OS N 43RD ST 10+70.5 21.0' RT 40' 35.5' 8' 240 ILUM A 63W LED 7,441 CYCLONE DOMIA CY55P1B-FGC-T3M-P50-4K Ill 4000K DECORATIVE FIXED NEW FOUNDATION AND POLE PER RENTON 16.5' 2' 44W LED 5,364 & CY55P1A-FGC-T3M-P30-4K ALUMINUM STANDARD PLANS 117.1. O LAKE WASHINGTON 70+06.5 37.0' RT 40' 35.5' 8' 240 ILUM A 63W LED 7,441 CYCLONE DOMIA CY55P1B-FGC-T3M-P50-4K Ill 4000K DECORATIVE FIXED NEW FOUNDATION AND POLE PER RENTON BLVD N 16.5' 2' 44W LED 5,364 & CY55P1A-FGC-T3M-P30-4K ALUMINUM STANDARD PLANS 117.1. O LAKE WASHINGTON 69+22 55.5' LT 40' 35.5' g' 240 ILUM A 63W LED 7,441 CYCLONE DOMIA CY55P1B-FGC-T3M-P50-4K III 4000K DECORATIVE FIXED NEW FOUNDATION AND POLE PER RENTON BLVD N .5 l6.5' 2' 44W LED 5,364 & CY55P1A-FGC-T3M-P30-4K ALUMINUM STANDARD PLANS 117.1. O N 43RD ST 8+82.0 26.5' RT 40' 35.5' 8' 240 ILUM A 63W LED 7,441 CYCLONE DOMIA III 4000K DECORATIVE FIXED NEW FOUNDATION AND POLE PER RENTON CY55P1B-FCG-T3M-P50-4K ALUMINUM STANDARD PLANS 117.1. O LAKE WASHINGTON69+94 63.0' LT 40' �15.5' g' 240 ILUM A 63W LED 7,441 CYCLONE DOMIA CY55P1B-FGC-T3M-P50-4K III 4000K DECORATIVE FIXED NEW FOUNDATION AND POLE PER RENTON BLVD N .0 16 5' 2' 44W LED 5,364 & CY55P1A-FGC-T3M-P30-4K ALUMINUM STANDARD PLANS 117.1. * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH CITY INSPECTOR PRIOR TO IMPLEMENTING. ** POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS -BUILT PLANS. *** POLE ID NUMBERS SHALL BE PROVIDE BY ERIC CUTSHALL (CITY OF RENTON) FOR INCORPORATION INTO AS -BUILT PLANS AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 121. **** STRUCTURAL LETTER AND CALCULATIONS TO BE PROVIDED FOR FUTURE SUBMITTALS. UNDERGROUND LOCATOR SERVICE CALL BEFOREYOU DIG. 81/q ILLUMINATION WIRING SCHEDULE RACEWAY SIZ DUIT ILLUM. #8 SERVICE PO#WR PHOTO CELL EQUIP. GROUND N0. 1 2" SCH80 PVC 2 1 2 r3 2" SCH80 PVC 2 1 1 3" SCH80 PVC 3 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. SERVICE 1 BREAKER SCHEDULE (NEW SERVICE ON LAKE WASHINGTON BLVD N) CIRCUIT BREAKER CONTACTOR MAIN 2P-100 AMP --- ILLUM A 2P-20 AMP 30 AMP ILLUM B (SPARE) 2P-20 AMP 30 AMP RRFB 1 P-15 AMP 30 AMP "06 REVISION L� 0 10 20 40 60 SCALE IN FEET SURVEYED: BY OTHERS DESIGNED: VNH D VB T DRAWN: VNH D VS CHECKED: TTT BY DATE AP P R APPROVED: CTB SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ILLUMINATION LEGEND EX NEW DESCRIPTION E XL JUNCTION BOX TYPE 1,2 ' LUMINAIRE POLE UTILITY POLE UTILITY OLE MOUNTED LUMINAIR ------ CONDUIT/CONDUCTOR ® SERVICE CABINET OCONSTRUCTION NOTE OLUMINAIRE POLE NUMBER VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OR P'Rl RENTON Planning/Building/Public Works Dept. � >•oF wasy�.: 'ice; - EN 520 KI RKLAN D WAY, SUITE 100 KIRKLAND, WA, 98033 Q V 1 TREVOR TAKARA, P.E. 05 26 2026 TAKARA@TENW.COM 1 206-914-3843 T-427509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 06/08/2026' yqi 06/09/2026 W KENNYDALE GA TEWA Y DATE 0512612026 Q 4350 LAKE WASHINGTON BL VD N, RENTON, WA 98056 FIELDBOOK: O PAGE: ILLUMINATION PLAN DRAWING NO: /� 01 W SHEET: OF: 8 16 U-) ILLUMINATION CONSTRUCTION NOTES: N 1 CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. O FURNISH AND INSTALL NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, ROADWAY SCALE LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE T SCHEDULE, SHEET IL-01, AND CITY OF RENTON STANDARD PLANS 117.1, 119, 120, AND J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE ROADWAY SCALE ILLUMINATION POLE SCHEDULE, SHEET IL-01, AND CITY OF O RENTON STANDARD PLAN 121. O EXISTING STREET LIGHT INSTALLED WITH WSDOT IMPROVEMENTS TO REMAIN. 0 3 FURNISH AND INSTALL NEW SERVICE CABINET PER CITY OF RENTON STANDARD PLANS 122.1, 122.2, 126.1, AND 126.2. OPOWER SOURCE LOCATION UNKNOWN AT TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL COORDINATE WITH PSE TO CONFIRM A LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION INCLUDING Q COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE 1 , ' POWER SOURCE. CONDUIT SHALL BE CONTINUOUS BETWEEN THE SERVICE `V CABINET AND THE POWER SOURCE. PSE SHALL MAKE THE FINAL CONNECTION TO THE POWER SOURCE. O REMOVE EXISTING JUNCTION BOX. FILL AND COMPACT VOID. CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. V O6 FURNISH AND INSTALL NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, ROADWAY AND PEDESTRIAN SCALE LUMINAIRES, AND JUNCTION BOX PER O ILLUMINATION POLE SCHEDULE, SHEET IL-01, AND CITY OF RENTON STANDARD PLANS 117.1, 119, 120, AND J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE ROADWAY SCALE ILLUMINATION POLE SCHEDULE, SHEET IL-01, AND CITY OF RENTON STANDARD PLAN 121. O REMOVE EXISTING LIGHT POLE AND FOUNDATION. SALVAGE MATERIALS TO THE W CITY OF RENTON. ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT IZ DUIT ILLUM. #8 SERVICE POWER PHOTO CELL EQUIP. GROUND N0. 1 2" SCH80 PVC 2 1 2 2" SCH80 PVC 2 1 1 3 3" SCH80 PVC 3 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. 1 T� 1 0000. i 5 i �o 7 = 1 XIAo _ P1 .0 S UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 / J G 2 �1 8 / 8 / / el el el 2 � � o j, AIf ���� 'Po �C� A � RIB � i I . O000, o 1 I 6 6 O REVISION 0 10 20 40 60 SCALE IN FEET SURVEYED: SCALE: VERTICAL: NAV1988 BY OTHERS HORIZONTAL: NAD D1983/1991 DESIGNED: AS NOTED VNH D VB TTT DRAWN: VNH DVB ONE INCH DATUM CHECKED: AT FULL SCALE TTT IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY CTB 2 ILLUMINATION LEGEND EX NEW DESCRIPTION E m 0 JUNCTION BOX TYPE 1,2 — '—` LUMINAIRE POLE UTILITY POLE UTILITY OLE MOUNTED LUMINAIR ------ CONDUIT/CONDUCTOR ® SERVICE CABINET OCONSTRUCTION NOTE O LUMINAIRE POLE NUMBER Aowtk CITY OR RENTON Nboav Planning/Building/Public Works Dept. ILLUMINATION WIRING DIAGRAM �SSIDNAL ECG` 5 � P1� PSE SITE LAKE WASHINGTON BLVD N NEW SERVICE 1 ILLUM A I ALUM B SPARE N NOT TO SCALE ►A EN 520 KI RKLAN D WAY, SUITE 100 KIRKLAND, WA, 98033 Q V 1 TREVOR TAKARA, P.E. 05 26 2026 TAKARA@TENW.COM 1 206-914-3843 T-427510 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 06/08/2026 yqi 06/09/2026U+ 144 KENNYDALE GA TEWA Y DATE Q 0512612026 4350 LAKE WASHINGTON BL VD N, RENTON, WA 9,9056 FIELDBOOK: O PAGE: ILLUMINATION PLAN DRAWING NO: /L 02 W SHEET: OF: 9 16 DocuSign Envelope 10: 90950DA"385-4664-AE66-570FF1561DTF 1 PAINT SPECINCAIlSdHS ALL LUMNAIRf POLE, CAST ALUWRNUM BASE PARTS AND ANY ADDITIONAL EtlDN'AENT MOUNTED ON tW POLE SHALL BE FACTORY PRIMED AND POYM COATFA TO MATCH FINISH COLOR. ALL BANDING AND 41 OTHER WOIINTING HAMARE SHALL MATCH FNSH CCLCR. 9 ,F' ff 2 A• RAL 70451-4 %ET BLACK-. OR APPRQICD EQUAL WRH PAINT CHIP, OFCLIR61.la LUM;NAIRF PUL NOTES L9 ROUND TUBULAR SECTION (NO TAPEA) DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 " DISTRIRUTIDN, 4e909 CCT, 120-277U ifX14,RSAL DRIVER (150MA OR LOWER), MATH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) a DRIM£R SHALL BE INTEGRAL TO THE 11MM. FOR kiOUNTING ARM DETAILS SEE STD PLAN 1113. INKING PER STD PLAN 119. � L11MI, NAIRE ARM yK FOR STREET UGHT STANDARD OECAL NUMBERING DETAIL REFER [0 CITY OF RINTENI STD PLAN 12L POLE SHAFT. FABRICATED FROM 6063:S4 AwEONUH, HEAT TREATFG TO TB C601M AFIER NE101K. 1O' 0'1I. x L%ZW WALL AT BOTTOM GP POLE SHAFT. 9.375' O.D. AT 2Y & UP mom Butt Of POLE. SAPERED umgm14 o LUNYIAiu CONNECTIONS IOUND POLE CAP LWAINAIRE ARM LENGTH PER PLANS, IV MAX 1r ALUMINIUM "CUD (BY MAWFAL;TURER) DOME STYLE LEV LUMINAIRE (WATTAGE PER PLANS. TYPE 3 IES DISTROUT100. 400DI[ CCT. 120-277V UNLVERSAL DRIVER (750mA OR LOWER). WAlt, FLAT CLASS LENS) BY CYCLONE (OR APP'RO ED EQUAL) DRIVER SHALL RE INTEGRAL TO THE RXTAL FOR MOUNTINO AN DETAILS SEE STD PLAN 117.3. NRINO PER STD PLAN 119. (6) 1.W LHA. X 2" 13C SLOTTED HOLES M1H 1 1/4- DIA, i' HEX HEAD CONNECTING BmTS AND NITS TAM STEEL, f 1 h' THICK BASE PL.a1E �f 15'0 MT CPU POLE�SE�A��ETAIL FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN 11T.1A - - FOUNDATION, AND ANCHOR BOLT DETAILS PER STANDARD PLAN 1t7.1A 9G• o F 180' I Q' tt I � a29• �a • DECORATIVE ROADWAY LUMINAIRES ARE 6WNTED Al D' . o . DECDRADVE PET]ESIRIAH LUMINARIES ARE MOUNTED AT Tw . HANDHOLES ARC MOUNTED AT 1W ,' ORIENTATION LOCATION •i DECORATIVE 8A9_ COVER PER DETAIL, THIS SHEET F � L' % 8' RDNFORCm ALUNINULi HAINTWOLf OPENING 1YITii S/Ifi'-16 NCLE FOR A GR9UND C1D.NNECTTIR AND FLUSH FITTING CAST ASUNNHUW ANG10R BASE, ALuwwiA ODOR w/ CA51[ET Lt5TALL ANCHOR RCL1 COVERS (PROVIDED BY POLE S MAMEACTWER) C IiW SIDEWALK OR PLANTER STRIP ROADWAY :: •: . ; CONCRETE FAO/SDEWALK PER 5TD PLAN 120IF 5CIRFACE 15 NOT LEVEL, INSTALL ❑ROUT AT BASE OF POLE AND I'MMA710IR PER STRLCMRAL ANALTDS SASE COVER, PROVIDE 1/2' VA LTBAIR TITHE THROU1111 GROUT POLE ELEVATION 9 Ye' OCTAGONAL 5FUT CAST IRON BASE WITH KMOVABLE ACCESS DOOR 21' DECORATIVE BASE COVER I T ARTERIAL STREET STD, PLAN - 117.1 /9®`�• PUBLIC WORKS DECORATIVE LUMINAIRE POLE APPROVED: Ty17��44 DEPARTMENT DETAILS �iAsTdnPeswca+a 7/27/2022 N DATE DocuSign Envelope ID:9D9130DAM3854664-AE66-57BFF1561D7F INSTALL DECAL NUMBERS/LETTERS VERTICALLY. DECAL NUMBERS/LETTERS, SEE NUMBERING EXAMPLE, THIS SHEET- SHALL BE INSTALLED IN DRY WEATHER, 50' F OR ABOVE-\ 0 i 4 � C 5 x 6 7 O 11L 110 EKA1f'LE ir. �-^PEDESTRIAN SCALE CI IRR DECAL FLOW DVA OI111WA710N FOR MM E40M CN WM PLW IILI �_PIEDESTRIAN PEDESTRIAN SCALE DECAL SCALE CURB DECAL CURET TRAFFIC TRAFFI C FLOW FLOW DECALONIEMfA1gN PDIt K7LES81iOy1MDN Ii7DI17.AN T1i9 TRAFFI C A FLOW DECAL 011111 TAYM FOR POLES SHOWN ON IFM PLAN 117.1 A 117AA �I. " DECALS SHALL BE REFLECTORi7EO, GOTHIC FONT, GOLD OR WHI is _E--EIIC -N BLACK BACKGROUND LUMINAIRE STANDARD DECAL PUBLIC WORKS NUMBERING SYSTEM DEPARTMENT SCALE CALE STD. PLAN - 121 APPROVED: 1/27/2022 Manln Paswaha DocuSign Envelope ID: SID9BODAS-0355-4664-AE6fi-57BFF1551D7F ACKET CABLE. #1a AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED TO LUMINAIRE FUSE KITS QUICK DISCONNF3 AMP TO RECEPTACLE IN LINE FUSE KITS S.E.C. OQUAL, ONE PER CURRENT CARRYING 120VAC RECEPTACLE WIRING, IF REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE APPLICABLE. WIRING SIZE PER LID STANDARD DUTY AND RECEPTACLE INKING CONTRACT JUNCTION BOX TYPES 1 & TO LUMINAIRE 2 STANDARD PLAN J-40.14 GREEN INSULATED WIRE, SIZED GROUND WG SPLICE KITS CLEAR EPDXY SPLICE TO MATCH THE LARGEST i KITS ON ALL THRU WIRE RUNS CURRENT CARRYING CONDUCTOR. TERMINATE AT LUMINAIRE CONCRETE PAD OR -GROUND LUG SIDEWALK PER STD PLAN 120 UFER 24"(MIN) COVER #8 BARE COPPER II GROUND, GROUND WIRE GROUND II II NON -INSULATED #4 AWG CLAMP II II STRANDED COPPER, II PROVIDE 3' MIN. SLACK. i -EQUIPMENT GROUND2" PVC CONDUIT II II ROUTE FROM GROUNDING l� �1 LUG TO FOUNDATION WIRE W GREEN INSULATION REBAR. CONNECT TO FROM SERVICE CABINET, REBAR USING AN ACORN SEE NOTE 2, THIS SHEET CLAMP 5/$"x$ COPPER CLAD 2 -LIGHTING SYSTEM GROUND ROD CONCRETE FOUNDATION WIRES TO CONTACTOR (SIZED AS REQ'D.) 2 - 120VAC RECEPTACLE SYSTEM WIRES TO SERVICE CABINET, IF APPLICABLE (SIZED AS REQ'D.) NOTES: I, THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADD17ONAL ELECTRICAL EQUIPMENT MAY VARY. 1 MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3- EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTORS, SHALL BE RUN FROM THE FIXTURE To THE POLE GROUND LUG. 5- ALL CONDUIT SHALL BE PVC SCHEDULE 80. LUMINAIRE ELECTRICAL STD. PLAN - 119 ` 4 I+ PUBLIC WORKS WIRING SYSTEM APPROVER: .,� DEPARTMENT 7/27/2022 1 uaTrlrz Pa®L1lcha 5: S I1ATE DocuSign Envelope ID F09FD439-BD22.4654-AED3-E560AA1 P5959 4 k ��llnnrrllnn � L`lUU UW� sa � 1 ® O O� w �C7=1:Lu w❑H JI�z zzc9Q> @55� :Ill >Uju Ri Uu1�¢Ez] 0 0L) wtz o¢ P �5� Wwww LLF-W0 Uj w=JLL ❑ w H wwaw 10 ~ ¢ Q -z=w ��v¢ ao�a C17 V1�m�w{�`a z�w g G7 U z _ L- < w Waf LLLW L -I 2 z 0 0 call 0 O W � W D x�Z a NCOFr ❑ 2z� w❑Lil W o�d w Q Z gT_w �¢m * �4 PUBLIC WORKS DEPARTMENT Aj T UNDERGROUND LOCATOR SERVICE CALL BEFOREYOU DIG! 811 TIN w¢ �3 0 = =w�L1 a sa m �m¢w =O cc ❑�C3 U � SERVICE CABINET REVISION I r z ? Q IL C~T] O CL O LL W H O z LLl ce) L11 L11 CL w 0 z v a N PLAN - 122.1 IE DocuSign Envelope ID 909BDDA8-0385.4664-AE66.57BFF7561D7F T-O' MIN. _UMINAIRE POLE MIN. JUNCTION BOX CONCRETE PAD, PLAN MEW BROOM FINISH �LUMINAIRE POLE 00NCRETE PAD 4' JUNCTION BOX r LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES: L LUMINAIRE CONCRETE PAD SHALL HE USED IN AREAS OUTSIDE OF SIDEWALK 2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL BE PER STD PLAN 135 3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD ELEVATION OR BOTTOM OF SIDEWALK ELEVATION 4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN 5. LUMNAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES ONLY PUBLIC WORKS •' DEPARTMENT U LUMINAIRE POLE -1 JUNCTION BOX CONCRETE SIDEWALK PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE CONCRETE SIDEWALK PER STD PLAN 102 �- JUNCTION Bax. I.., LUMINAIRE CONCRETE FOUNDATION SIDE MEW LUMINAIRE WITH SIDEWALK DETAIL CONCRETE PAD JUNCTION SOX V-0" PLAN VIEW CONCRETE PAD JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX PAD DETAIL LUMINAIRE CONCRETE STD. PLAN — 120 PAD/SIDEWALK AND APPROVED-. JUNCTION BOX CONCRETE PAD ManLnPasw9ha 7/27/2022 DATE DocuSign Envelope ID: F09FD439-B1D22-4654-ABD3-E560AA1F5959 L'E1.41p1A�k,'.tl �i:HF:lAli:1.E MhTERBASE., 200 AMI'.4 JAW. MANUAL BYPASS. B-LINE U264 W/ 51II JAW AT 9:U0 POSITION a PANELBOARD: 120/240 VAC, 125 AMP COPPER BUS. I PHASE, 3 WIRE, 18 CKT, I OK A€C MAIN BREAKER: 200 AMP FRAME, 200 AMP TRIP, 2 PULE. EATON F.D2200 BOLT -ON BRANCH BREAKERS, FATON TYPE BAB: 2 - 2012 ILLUMINATION A. B I - 2011 ITS 1- 20/1 GROUND FAULT RECEPTACLE I - 40/1 SIGNAL (IF PRESENT) l - 40/1 AIJXILLIAR:Y SIGNAL (IF PRESENT) 2- 6012 SMALL CELL BRANCH I - 1511 CONTROL 3 - 20/1 SPARE CONTACTOR: NGMA LJCjHTING RATED, 30 AMP 4 POLE, 120 VAC COIi-, SQD 8910I]PA34V02 - I REQUIRED PHOTO I LCC'TRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, ALR #SST-TES-LIL MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW PHOTO -CELL BYPASS SWITCH: 5� SPDT, 15 AMP, RATED (UP TO) 277 VAC (FEDTHROUGH TERMINAL BLOCK) GROUND FAULT RECEPTACLE: 20 AMP, 125 VAC. DUPLEX CABINET: CONSTRUCTION-. NEMA TYPE 3R, OUTDOOR PADMOUNT, 1/8" 5052-H32 ALUMINUM CONSTRUCTION, OPEN BOTTOM FRAMED WITH 2" AN(iLE, 2 SCREENED AND GASKETED VENTS, REMOVABLE: EQUIPMENT MOUNTING PAIN, CABINET GROUND WITH MINIMUM BONDING WIRE TO NEUTRAL DOORS: HEAVY-DUTY CONCEALED BINGES (LIFT-OFF TYPF ),STA1NLFSS STEEL VAULT HANDLES WTTII ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLOSET) CELL NEOPRENE GASKET, "BEST' LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLIER. PADLOCKABLE UPPER METER DOOR WITH POLISI LED SAFETY GLASS WINDOW DEADFRONT: IIINGED AND SECURED W1T11 QUARTER -TURN FASTENERS FINISH: MILL FINISFI ALUMINUM 1 - REOUIRED UL LISTED PER STANDARD #509A "SUITABLE FOR USE AS SERVICE ENTRANCE" NOTE: 1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE PUBLIC WORKS ' l+ DEPARTMENT SURVEYED: BY OTHERS DESIGNED: t/NH D VB T DRAWN: MID VB CHECKED: TTT BY DATE AP P R APPROVED: CTB SERVICE CABINET NOTES SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PLAN - 122.2 "PRO Ih aStucFIi i'8/2021 1 4 DATE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM %R] CITY OR RENTON Nboav Planning/Building/Public Works Dept. '%rig EN 17 w 520 KI RKLAN D WAY, SUITE 100 KIRKLAND, WA, 98033 Q V TREVOR TAKARA, P.E. 05-26 2026 TAKARA@TENW.COM 206-914-3843 T-427511 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 06/08/2026 011 yqi 06/09/2026 V DATE• 05/26/2026 Q 4-4 KENNYDALE GATEWAY Q 4350 LAKE WASHINGTON BL VD N, RENTON, WA 98056 FIELDBOOK: PAGE: \c ILLUMINATION DETAILS DRAWING NO: /Z —03 Z SHEET: OF, 10 16 1 W W V Q Z cy � .6 14, 5 0 , .7 0 . 8 0.9 .5 0.8 0.8 0 0. 0. J.3 .9 .5 0.7 .8 0.9 9 1. .3 1. S0 0.7 0.8 0 1.0 1.3 1.4 .5 1� 3 0 / 0. 0.7 0 8 0.8 .9 .2 1 1. 1.4 1. 0. �.4 .5 0 0.8 0 1,4 + L3 .3 1. .4 0. 0 9 0 0.8 0.9 .01/. 2 1.3 1 9 0 .4 0.4 .5 fl_R fl_9 (1_ V_O _ 1 _2 1 _4 _5 1 SFF '°cam .6 0.5 02 0.6 0.4 0 0.4 �.9 0.5 0. 4 1.31.51.61.4 �'7 0.6 0. 0.5 0.6 0.8 0.9 /0.9 .0 1 1.3 1.6 1.6 1 `- 0.5 .5 0 6 / `� 9 0.7 0.` 0.8 0.9 0. 9 1. 1.2 4 1.6 1.5 .3 (V 0 0.6 0.9 .8 0.8 0.9 0.9 0 1.0 1.1 1. 1.5 1.6 .4 / 0.5 0.6 0 7 1.0 0.9 0 8 / 0.9 0.9 0. 0. 9 1.0 1. 1.4 1.6 1. 0.6 0.7 1.1 1.0 0.9 1.0 1.0 1. 9 1.0 1 1.3 1.5 1. 4 / 0 . .8 .9 / 1 . 0.9 .0 0 1.0 1 1.4 1.6 5 .7 0.9 1.1 1. 1.4 1. 1.1 1.0 1. 1.2 1. 1.6 6 0 0.9 .1 .2 1.1 1.0 1.4 1.3 1 1 1 1 4 1.7 8 / 0.7 0.8 1. 1. 1.1 1.0 .9 *_g 0_g *.2 + 6 1.5 1. .3 1.3 1. .5 1. .9 / 1.5 1.2 1.0 �.9 1.7 1.E 6 :56 1.5 1.7 1. 0. 0.9 1. 1 8 1 3 1.1 +.9 z .8 1.0 .2 1.8 1.7 1 1. 2..4 / 2 7 1.2� +0 o.S i l 1.8 1.8 1. .9 2.1 2. .8 I 0.6/0 7 0. 1.8 1.8 2. 4 4 +.7 I.8 .0 1.7 1.7 1. 1. 2.1+ 6 0. 0.7 0 8 1.71.7 1177,1.8 2. 4• '•7 0.5 0.6 0.7 1.4 1.6 1/5 1. 5 �l . 6 0 4 4�•X 1111 b �b.6 b3.0 0 0 1. 0 1. 1 1 1. 2 1 .2' 1 2 2.5 2.5 '2 . .9 0.9 1.0 1.0 1.0 }�0 1.9 1.9 0. 0.80.9/0.90.90./0 1.5 1.5 1 9 / 9 / NEW ROADWAY SCALE LUMINAIRE POLE POLE HEIGHT = 40' NEW MOUNTING HEIGHT = 35.5' NEW ARM = 4' NEW LAMP = 85W LED NEW FIXTURE = CYCLONE DOMIA NEW INITIAL LUMENS = 10,302 NEW / VQ o. 7 0.7 0 s 0 s 0. s 0. e 8 / NEW DUAL ARM LUMINAIRE POLE �° 1.o i.1 i.� / POLE HEIGHT = 40' NEW 0.7 0.7 0.7' o.e o e o.s o 0.8 0.8 / MOUNTING HEIGHT = 35.5' NEW/16.5' NEW .00.7 + 0.7 0.7 0 8 0.s s' 0.6 0.6 0. / Q- ARM = 2' NEW/2' NEW 0.6 0.7 0. 0. a�0.9 0.9 ' .8 o s 0.5 0.5 4 �} LAMP = 85W LED NEW/44W LED NEW ® 5 / FIXTURE = CYCLONE DOMIA NEW/CYCLONE DOMIA NEW 0.6 0.7' .8 �9 i.o V b. 0.5 0.5 0 / / INITIAL LUMENS = 10,302 NEW/5,364 NEW 0. 6 0. 7 0. 0 8 1. 0 1. 1 1/. 1 0 0.7 0.6 0.5 0.6 0.6 0.7 .8 0.9 1 1.3 1 0.7 0.6 ./ 0.6 0.6 0. 9 8 1.0 1. v .3 .�� o.\"O.7 0. 0.60.60.60.�0.911y.3� 3 0.0.8� 0. 5 0. 6 0. 6 0. 7 . 8 1. 0 1 .y2 �/1 . / / 1.0 0.9 0� 0. 5 0. 6 0. 6 0 0. 9 1. Q1 9 .4 1.1 1.0 0.9/ VVV 0.5 0.5 0.6 0.� .8 1.0 L. 1.1 0 9 / l 0.4 0.5 0.5 0. 6 0.7 0. 8 1.0 1.2 .3 1.1 1.0 0. 0.50.50.50. 0/0 70.91.1 3 + - / / 0.9 0.40.50.50.6 .60.80.91. 1.1 1.0 0 0.4 0.5 0.5 0.6 0.7 0.8 0.9+.1 .0 0.9 0.9 0.4 0.5 0.5 0.5 0.6 0.7 0.8 0 0 ° 8 + . � . / NEW ROADWAY SCALE LUMINAIRE POLE / Q.4 0.4 0.5 0.5 .6 0.6 0.7 0.7 0.8 0.7 0. POLE HEIGHT = 40' NEW / 0.4 0.5 0.5x�� 0.6 0.6 0.7 +0 0.6 0.6 MOUNTING HEIGHT = 35.5' NEW 0.4 0.5 0.5 0.�+ .6 0.6 0.7 0. 0.6 0.5 0 ARM = 4' NEW / LAMP = 85W LED NEW 0.4 0.5 0.6 0/6 0.6 0.7 0.7.6 0.6 0.5 0.5 / / FIXTURE = CYCLONE DOMIA NEW / 0.4 0.5 0.5 0.6/0.7 0.7 0.7 0. 0.5 0.5 ' .4 / INITIAL LUMENS = 10,302 NEW / 0.5 0.5 0.5 0. 6 7 8 0. 8 7 0.5 0.5 0. THERE ARE EXISTING STREET TREES BETWEEN THE PROPOSED LUMINAIRS AND ROADWAY, WHICH APPEAR TO 0 . 5 0 . 5 0 . 6 0. 0.8 0 . 9 0 . 9 0 IMPACT THE LIGHTING LEVEL ANALYSIS. EITHER PROVIDE AN UPDATED PHOTOMETRIC ANALYSIS TO INCLUDE THE o.s 0.s o. TREE SHADING, OR DEMONSTRATE HOW THOSE TREES ARE NOT IMPACTING THE LIGHTING LEVELS ON THE STREET. 0.5 0.5 0.6 0. .0.8 1.0 1.1 1. 0.7 0.6 0 5 5 0. 5 0. 6 0. 7 0 /8 1. o i i. 2'. 2 00CONDITION OF APPROVAL: / 0.8 .7 .6 0.5 0. 6 0. 6 7 0. 9 1 1 .2 1 . e o.7 ' .6 3) THE PHOTOMETRIC ANALYSIS SHALL BE UPDATED TO ASSESS EXISTING STREET TREES IMPACT ON THE STREET / LIGHTING LEVELS ALONG LAKE WASHINGTON BLVD N. ADDITIONAL STREET LIGHTS SHALL BE PROVIDED AND/OR 0.5 0.5 0.6 0. 9 1. 1.2 1.3 .2 0 9 0 0 / THE PROPOSED STREET LIGHTS SHALL BE RELOCATED TO MEET THE LIGHTING LEVEL REQUIREMENTS PER RENTON 0.5 0. 6 0. 6 1.0 1.4 1 / MUNICIPAL CODE (RMC) 4-6-060.1. NO WORK SHALL OCCUR ALONG LAKE WASHINGTON BLVD N UNTIL THE .8 .2 0.9 0.8 0. +/ REVISED LIGHTING PLAN AND PHOTOMETRIC ANALYSIS ARE PROVIDED AND APPROVED BY DEVELOPMENT 0.5 0.5 0.6 0. /0.9 1 1 1. 1. 1.0 0.9 0 9 ENGINEERING PROJECT MANAGER. .4 0.5 0.5 0.6 8 1.0 1.2 1.4 1.1 1.0 0.9 4) A STRUCTURAL ANALYSIS FOR THE LIGHTING POLE FOUNDATIONS MUST BE APPROVED AND PROVIDED BY 0 .4 0 .5 0 .5 0. 7 0. 8 1. 1. 3 1. 1 6 . 9 / DEVELOPMENT ENGINEERING PROJECT MANAGER PRIOR TO INSTALLATION OF THE STREETLIGHTS. 0.3 .<0.5 0.6 0.9 1 2 1.3 .2 \ 1.0 0.9 0. 0.3 0.4 0.5 0. 0. 0.9 1.1 1 0.9 0. o NEW ROADWAY SCALE LUMINAIRE POLE POLE HEIGHT = 40' NEW / 0.30.30.40.50.60.70. ' 9 0.e 0.e MOUNTING HEIGHT = 35.5' NEW 0.4� o . s o . 6 0.7 l� 0.7 0.7 ARM = 4' NEW x �Oh o .5 0.6 0. 0.6 0 LAMP = 85W LED NEW / o.s 5 00/� FIXTURE = CYCLONE DOMIA NEW .5 .5 0. ��TINITIAL LUMENS = 10,302 NEW 4 UNDERGROUND LOCATOR SERVICE CALL BEFOREYOU DIG. 81/q TIN </MATS EX PSE UTILITY POLE MOUNTED REVISION i IE -jn;PC SURVEYED: BY OTHERS DESIGNED: VNH D VB T DRAWN: VNH D VB CHECKED: TTT APPROVED: CTB SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 10 20 40 60 !!I SCALE IN FEET ILLUMINATION LEGEND EX NEW DESCRIPTION LUMINAIRE POLE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M UTILITY POLE UTILITY POLE MOUNTED LUMINAIRE CITY OR RENTON Planning/Building/Public Works Dept. CALCULATION SUMMARY TARGE ACTUAL MIN AVG. MAX. MAINTAINED UNIFORMITY MIN. CALCULATION AREA (FC) RATIO (AVG./MIN.) (FC) LAKE WASHINGTON BLVD 1.20 4.00:1 N/A N & N 43RD ST 1.34 2.68:1 0.50 ROUNDABOUT LAKE WASHINGTON BLVD 0.90 6.00:1 N/A N (COLLECTOR ARTERIAL) 0.91 3.03:1 0.30 LAKE WASHINGTON BLVD N/A 6.00:1 0.30 N (WEST SIDEWALK) 1.37 4.57:1 0.30 LAKE WASHINGTON BLVD N/A 6.00:1 0.30 N (EAST SIDEWALK) 1.31 3.28:1 0.40 - EN 520 KI RKLAN D WAY, SUITE 100 KIRKLAND, WA, 98033 TREVOR TAKARA, P.E. 05 26 2026 TAKARA@TENW.COM 1 206-914-3843 T-427513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION 7 7 CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 KENNYDALE GA TEWA Y 4350 LAKE WASHINGTON BL VD N, RENTON, WA 9,9056 PHOTOMETRIC CALCULATIONS DATE: 0512612026 FIELDBOOK: PAGE: PC- 0/ SHEET: OF: 12 16 V 1 1 RRFB CONSTRUCTION NOTES LO N 07% CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 141.2 AND 141.3. FURNISH AND INSTALL TYPE FB POLE WITH ONE 36"X36" W 1 1-2 SIGNS, ONE 21 "X 15" W 16-7P(L) SIGN, ONE 12 "X 12" W 1 1-501 SIGN, ONE 9 "X 12" R 10-25 SIGN, ONE RRFB UNIT, ONE CONTROL UNIT, AND ONE PEDESTRIAN PUSHBUTTON ON THE SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.3, 141.4, AND 141.5. SEE T POLE DETAILS, SHEET FB-02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. NEW PEDESTRIAN PUSHBUTTON SHALL FACE SOUTHWEST PARALLEL TO CROSSWALK. O FOUNDATION PER CITY OF RENTON STANDARD PLAN 141.2 AND 141.3. FURNISH AND INSTALL TYPE FB POLE WITH TWO 36"X36" OCONSTRUCT B W 1 1-2 SIGNS, TWO 21 "X 15" W 16-7P(R) SIGNS, ONE 12 "X 12" W 1 1-501 SIGN, ONE 9 "X 12" R 10-25 SIGN, AND TWO RRFB UNITS ON THE SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.3, 141.4, AND 141.5. SEE POLE DETAILS, SHEET FB-02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. C CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 141.2 AND 141.3. FURNISH AND INSTALL TYPE FB POLE WITH ONE 36"X36" W 1 1-2 SIGNS, ONE 21 "X 15" W 16-7P(L) SIGN, ONE 21 "X 15" W 16-7P(R) SIGN, ONE 12 "X 12" W 1 1-501 SIGN, ONE 9 "X 12" R 10-25 SIGN, ONE RRFB UNIT, AND ONE PEDESTRIAN PUSHBUTTON ON THE SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.3, 141.4, AND 141.5. SEE POLE DETAILS, SHEET FB-02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. NEW PEDESTRIAN PUSHBUTTON SHALL FACE Q NORTHEAST PARALLEL TO CROSSWALK. 1� D CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 141.2 AND 141.3. FURNISH AND INSTALL TYPE FB POLE WITH TWO 36"X36" `V O W 1 1-2 SIGNS, ONE 21 "X 15" W 16-7P(L) SIGN, ONE 21 "X 15" W 16-7P(R) SIGN, ONE 12 "X 12" W 1 1-501 SIGN, ONE 9 "X 12" R 10-25 SIGN, TWO RRFB UNITS, ONE CONTROL UNIT, AND ONE PEDESTRIAN PUSHBUTTON ON THE SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, Q 141.3, 141.4, AND 141.5. SEE POLE DETAILS, SHEET FB-02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. NEW PEDESTRIAN I� PUSHBUTTON SHALL FACE NORTHWEST PARALLEL TO CROSSWALK. `4 CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 141.2 AND 141.3. FURNISH AND INSTALL TYPE FB POLE WITH TWO 36"X36" V O W 1 1-2 SIGNS, ONE 21 "X 15" W 16-7P(L) SIGN, ONE 21 "X 15" W 16-7P(R) SIGN, ONE 12 "X 12" W 1 1-501 SIGN, ONE 9 "X 12" R 10-25 SIGN, TWO O RRFB UNITS, AND ONE PEDESTRIAN PUSHBUTTON ON THE SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.3, 141.4, AND 141.5. SEE POLE DETAILS, SHEET FB-02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. NEW PEDESTRIAN PUSHBUTTON SHALL FACE '� SOUTHWEST PARALLEL TO CROSSWALK. OF RENTON STANDARD PLAN 141.2 AND 141.3. FURNISH AND INSTALL TYPE FB POLE WITH ONE 36"X36" CONSTRUCT FOUNDATION PER CITY O W 1 1-2 SIGNS, ONE 21 "X 15" W 16 7P(L) SIGN, ONE 12 "X 12" W 1 1 501 SIGN, ONE 9 "X 12" R 10 25 SIGN, ONE RRFB UNIT, AND ONE PEDESTRIAN PUSHBUTTON ON THE SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.3, 141.4, AND 141.5. SEE POLE DETAILS, SHEET FB-02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. NEW PEDESTRIAN PUSHBUTTON SHALL FACE NORTHEAST PARALLEL TO CROSSWALK. G CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 141.2 AND 141.3. FURNISH AND INSTALL TYPE FB POLE WITH TWO 36"X36" W 1 1-2 SIGNS, TWO 21 "X 15" W 16-7P(R) SIGNS, ONE 12 "X 12" W 1 1-501 SIGN, ONE 9 "X 12" R 10-25 SIGN, AND TWO RRFB UNITS ON THE SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.3, 141.4, AND 141.5. SEE POLE DETAILS, SHEET FB-02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. C CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 141.2 AND 141.3. FURNISH AND INSTALL TYPE FB POLE WITH ONE 36"X36" W 1 1-2 SIGNS, ONE 21 "X 15" W 16-7P(L) SIGN, ONE 12 "X 12" W 1 1-501 SIGN, ONE 9 "X 12" R 10-25 SIGN, ONE RRFB UNIT, ONE CONTROL UNIT, AND ONE PEDESTRIAN PUSHBUTTON ON THE SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.3, 141.4, AND 141.5. SEE POLE DETAILS, SHEET FB-02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. NEW PEDESTRIAN PUSHBUTTON SHALL FACE SOUTHWEST PARALLEL TO CROSSWALK. OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 141.2 AND 141.3. FURNISH AND INSTALL TYPE FB POLE WITH TWO 36"X36" W 1 1-2 SIGNS, ONE 21 "X 15" W 16-7P(L) SIGN, ONE 21 "X 15" W 16-7P(R) SIGN, ONE 12 "X 12" W 1 1-501 SIGN, ONE 9 "X 12" R 10-25 SIGN, TWO RRFB UNITS, AND ONE PEDESTRIAN PUSHBUTTON ON THE SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.3, 141.4, AND 141.5. SEE POLE DETAILS, SHEET FB-02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. NEW PEDESTRIAN PUSHBUTTON SHALL FACE SOUTHEAST PARALLEL TO CROSSWALK. J CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 141.2 AND 141.3. FURNISH AND INSTALL TYPE FB POLE WITH TWO 36"X36" W 1 1-2 SIGNS, ONE 21 "X 15" W 16-7P(L) SIGN, ONE 21 "X 15" W 16-7P(R) SIGN, ONE 12 "X 12" W 1 1-501 SIGN, ONE 9 "X 12" R 10-25 SIGN, TWO RRFB UNITS, AND ONE PEDESTRIAN PUSHBUTTON ON THE SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.3, 141.4, AND 141.5. SEE POLE DETAILS, SHEET FB-02 FOR CONFIGURATION OF SIGNS AND BEACONS ON THE POLE. NEW PEDESTRIAN PUSHBUTTON SHALL FACE NORTHWEST PARALLEL TO CROSSWALK. CDNEW SERVICE CABINET, SEE ILLUMINATION PLANS. CONTRACTOR SHALL UTILIZE SPARE 15 AMP BREAKER (30 AMP CONTACTOR) FOR RRFB CIRCUIT. LAKE WA BLVD SIGNAL DISPLAY �=1 0 RECTANGULAR RAPID FLASHING BEACON NEW: F 1, F2, F3, F4 F5, F6, F7, F8 F9,F10,F11,F12 F13,F14,F15,F16 SIGNAL STANDARD POLE SCHEDULE STD. NO. O REFERENCE ROADWAY FIELD LOCATION TYPE REMARKS STATION OFFSET LT RT A LK WA BLVD 68+82.5 35.0' X FB FDN PER WSDOT J-21.10 B LK WA BLVD 68+89.5 4.5' X FB FDN PER WSDOT J-21.10 C LK WA BLVD 68+72.0 30.5'1 X FB FDN PER WSDOT J-21.10 D N 43RD ST 9+ 13.5 24.5' X FB FDN PER WSDOT J-21.10 E N 43RD ST 8+99.0 29.0' X FB FDN PER WSDOT J-21.10 F LK WA BLVD 70+28.5 43.5' X FB FDN PER WSDOT J-21.10 G LK WA BLVD 70+ 15.5 5.5' X FB FDN PER WSDOT J-21.10 H LK WA BLVD 70+36.0 32.5' X FB FDN PER WSDOT J-21.10 I N 43RD ST 10+87.0 20.5' X FB FDN PER WSDOT J-21.10 J N 43RD ST 10+98.0 21.5' X FB FDN PER WSDOT J-21.10 SIGNAL WIRING SCHEDULE RACEWAY CONDUIT SIZE FLASH/ PPB 5C CONT. PWR. #6 EQUIP. GRND.* CONDUIT FILL ALLOW. FILL NO. 1 2" SCH40 PVC 1 1 0.28 0.86 2 2" SCH80 PVC 1 1 0.28 0.75 3 2" SCH40 PVC 1 2 1 0.43 0.86 4 2" SCH80 PVC 1 2 1 0.43 0.75 5 2" SCH40 PVC 2 2 1 0.57 0.86 6 12" SCH80 PVC 2 1 2 1 0.57 0.75 7 2" SCH80 PVC 2 1 0.42 0.75 8 2" SCH40 PVC 2 1 0.22 0.86 9 2" SCH40 PVC 4 1 0.37 0.86 10 2" SCH40 PVC 1 8 1 1 0.66 1 0.86 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. SERVICE 1 BREAKER SCHEDULE (NEW SERVICE ON LAKE WASHINGTON BLVD N) CIRCUIT BREAKER CONTACTOR MAIN 2P-100 AMP --- ILLUM A 2P-20 AMP 30 AMP ILLUM B (SPARE) 2P-20 AMP 30 AMP RRFB 1 P-15 AMP 30 AMP SIGN LEGEND < > W 16-7P(L) 21 "x 15" CROSS TRAFFIC S2 MAY NOT STOP USE CAUTION WHEN CROSSING W11-2 � W11-501 36"x36„ 12"x12" W 16-7P(R) S4 S1 21 "x15" S3 AFFIX NEW PUSH BUTTON R 10-25 PLAQUE FOR WARNING TO PEDESTRIAN LIGHTS PUSHBUTTON WAIT FOR GAP ASSEMBLIES IN TRAFFIC NEW BACKGROUND : WHITE R10-25 9 "x 12" TEXT/SYMBOL BLACK SEE PLAN SHEET FB-02 FOR ADDITIONAL SIGNING REQUIREMENTS. UNDERGROUND LOCATOR SERVICE CALL BEFOREYOU DIG. 81/q TO 61 REVISION - ME N 0 10 20 40 60 SCALE IN FEET SURVEYED: BY OTHERS DESIGNED: VNH D VB T DRAWN: VNH D VB CHECKED: TTT AP P R APPROVED: CTB SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ILLUMINA 1IUN LLCat NU EX NEW DESCRIPTION E XL JUNCTION BOX TYPE 1,2 0---):� " LUMINAIRE POLE UTILITY POLE UTILITY OLE MOUNTED LUMINAIR ------ CONDUIT/CONDUCTOR ® SERVICE CABINET OCONSTRUCTION NOTE OLUMINAIRE POLE NUMBER VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OR RENTON Planning/Building/Public Works Dept. 05-26 2026 40 SF T �w EN 520 KI RKLAN D WAY, SUITE 100 KIRKLAND, WA, 98033 TREVOR TAKARA, P.E. TAKARA@TENW.COM 1 206-914-3843 T-427515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION CBarnes 06/08/2026 Q V 1 DEVELOPMENT ENGINEERING yqi 06/09/2026 Ar IL �E W KENNYDALE GA TEWA Y 4350 LAKE WASHINGTON BL VD N, RENTON, WA 9,9056 RRFB PLAN DATE: w-I 0512612026 Q\ FIELDBOOK: PAGE: DRAWING NO: FB-o1 W SHEET: OF: 14 16 LO N T O W W V Q Z RRFB POLE MOUNTING AND ATTACHMENT DETAILS POLE C& F POLE B& G POLE A& H CARMANAH SC315-G CONTROLLER A CABINETW11-2 111-? W11-2 36"x36" 36 x36 36"x36RRFB F4 & F7RRFB F2 & F3, o RRFB F 1 & F 1 F2 & F8 0 0 W121 X1(5� W16 �7P(L� W 16 - 7P(R » Fk� 21"X15 21 X15 W 1 1-501 W 1 1-501, 12" X 12" NEW ISLAND. 12" X 12' Q W PEDESTRIAN ❑ v PUSHBUTTON -L8--T 0 Lf) r< LOOKING NORTH OF INTERSECTION NOT TO SCALE POLE E & I POLE D & J CARMANAH SC315-G CONTROLLER CABINET • • W 1 1-2 W11-2 3611x36" 36"x36" RRFB F 16 & F13 W 16 - 7P(R) 21 "X15 ' W11-501 12" X 12" RRFB F11 & F LOOKING WEST OF INTERSECTION NOT TO SCALE RRFB & SIGN ATTACHMENT INFORMATION 1. RRFB UNITS SHALL BE MOUNTED PER MANUFACTURERS RECOMMENDATIONS. 2. ALL SIGNAL POLE MOUNTED SIGNS SHALL BE INSTALLED WITH MOUNTING BRACKET AND STEEL STRAP PER WSDOT G-24.10 AND SIGN BRACE PER WSDOT G-50.10. UNDERGROUND LOCATOR SERVICE CALL BEFOREYOU DIG. 81/q TIN REVISION SURVEYED: BY OTHERS DESIGNED: VNH D VB T DRAWN: VNH D VB CHECKED: TTT AP P R APPROVED: CTB W 16 - 7P(R) 21 "X15 ' W11-501 12" X 12" PEDESTRIAN PUSHBUTTON SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY n VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M w J 0 0- L` 0 a_ 0 0 a w J 0 0- Ll- 0 CL 0 0 a SIGNAL GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND WSDOT STANDARDS AND SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND ITS AMENDMENTS, WSDOT STANDARD PLANS, CITY OF RENTON STANDARD PLANS, AND THE NATIONAL ELECTRICAL CODE, ALL CURRENT AS OF THE APPROVAL DATE ON THESE DOCUMENTS. 2. THE LOCATIONS OF EXISTING FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 3. THE CONTRACTOR SHALL SUBMIT MATERIAL APPROVAL REQUESTS TO THE ENGINEER AT THE EARLIEST POSSIBLE DATE. 4. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND CITY OF RENTON IMMEDIATELY UPON DAMAGE. 6. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 7. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. 8. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 9. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. 10. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 11. ALL TRAFFIC SIGNAL EQUIPMENT AND SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 12. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD. PLAN 139. CITY OR RENTON Planning/Building/Public Works Dept. -w/ 05 26 2026 T �w EN 520 KI RKLAN D WAY, SUITE 100 KIRKLAND, WA, 98033 TREVOR TAKARA, P.E. TAKARA@TENW.COM 1 206-914-3843 T-427516 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LTRANSPORTATION OPERATION + CBarnes 06/08/2026 Q V 1 DEVELOPMENT ENGINEERING F yq i 06/09/2026 l� KENNYDALE GA TEWA Y 4350 LAKE WASHINGTON BL VD N, RENTON, WA 9,9056 RRFB DETAILS W w-I Q\ DATE: 0512612026 FIELDBOOK: PAGE: DRAWING NO: FB- 02 W SHEET: OF: 15 16 1 z CD Q a C_jJ J 6 15 - 3y xO IN A AOO °. 0 r r! y. - - SL1pSS 6 SL1 S - SL I ti SL1 SL1 x° 3L - �L _ , x S °- - - - 1 p0 A / X ^9 x ti� x p x Xe x T SW II X5 x° 9 z �1 x o9 k x9 II 06 x ti1 II / II xo ob y x ^0 k 0� x II x$ I X ^1 X Oy 91 ° Xry X XO IIIIIIII h°° `; IN °x e IIIIIIII II ^6 y3 x' X y 5 SWT' dSW1XX i x x y X I x X 3 ° k p N ° X 0 1 h O /1911 0 x 3? y z O'L p \ / - - - SW1 - - - Swi 774 �xm�\° d / I I � i x � 4 4° SIF 4mO® t i__ --- I f. 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S h IOg X X 1 X� °�SP1 x b k ^'S h ^1 x o x p 4 0 k x 0 0' y I X x x1 xy .y0 k0 ry k 00 _ x ^ 00 'L x ryp xry x 1 - X 0 ^ 0 Off' x x ,�A x 0 13 x ^'° IL xy SPIh ,p I 0A xx X K� 0 xXry 0 x x0 - lA��199 ^9 g`.L x SP1 x Ap h x1 x x° - x [� x SP1 x �- ^o x - x SITE PLAN - ELECTRICAL PHOTOMETRICS SCALE: 1" = 30'-0" LUMINAIRE SCHEDULE GENERAL LUMINAIRE SCHEDULE NOTES: A. REFER TO SPECIFICATIONS SECTIONS 26 5100 AND 26 56 00 FOR ADDITIONAL REQUIREMENTS. B. FINISH FOR ALL LUMINAIRES LISTED ABOVE SHALL BE PER ARCHITECT AND INTERIOR DESIGNER. C. LUMEN OUTPUT LISTED IS DELIVERED LUMENS. D. MOUNTING HEIGHTS: a. CONFIRM MOUNTING HEIGHTS FOR WALL MOUNTED AND SUSPENDED LUMINAIRES WITH ARCHITECT AND INTERIOR DESIGNER. b. WALL MOUNTED LUMINAIRES: UNLESS NOTED OTHERWISE, SPECIFIED MOUNTING HEIGHTS ARE TO CENTER OF LUMINAIRE FROM FINISHED FLOOR. c. SUSPENDED LUMINAIRES: UNLESS NOTED OTHERWISE, SPECIFIED MOUNTING HEIGHTS ARE TO BOTTOM OF LUMINAIRE FROM FINISHED FLOOR. LUMINAIRE NOTES: 1. LOCATE LED REMOTE DRIVERS IN WEATHER RATED ENCLOSURE UNDER LANDSCAPE BENCHES AS REQUIRED. 2. COORDINATE EXACT LUMINAIRE MOUNTING HEIGHTS WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH -IN. TAG LUMINAIRE DESCRIPTION MOUNTING MOUNTING HEIGHT LAMP COLOR TEMP LUMEN OUTPUT POWER SUPPLY MANUFACTURER & MODEL VOLTAGE INPUT WATTS NOTES S131 35.4" HIGH BOLLARD CONCRETE BASE / +T-0" AFF LED 3000K 469 INTEGRAL ELECTRONIC HESSAMERICA CENTO 360 SERIES OR 120 V 18 W GROUND MOUNT DRIVER APPROVED AT CANOPY / INTEGRAL ELECTRONIC LIGHTOLIER MODULYTE LED SERIES SF1 6" CYLINDER DOWNLIGHT SURFACE CEILING, VARIES LED 3000K 1,500 DRIVER OR APPROVED 120 V 39 W AT CANOPY/ INTEGRAL ELECTRONIC LIGHTOLIER MODULYTE LED SERIES SF2 4" CYLINDER DOWNLIGHT SURFACE CEILING, VARIES LED 3000K 1,500 DRIVER OR APPROVED 120 V 15 W SH1 HANGING STRING LIGHT N/A +1U-0" AFF LED 3000K 90.2/FT REMOTE ELECTRONIC TIVOLI LIGHTING LITESPHERE 2.0 120 V 1 W DRIVER, 0-10V DIMMING SERIES OR APPROVED SL1 ARCHITECTURAL VANDAL RESISTANT LED LINEAR LUMINAIRE SURFACE AT CARPORT LED 3000K 4,588 INTEGRAL ELECTRONIC LITHONIA LIGHTING VAP LED SERIES 120 V 49 W STRUCTURE DRIVER OR APPROVED SP1 POLE MOUNT AREA LIGHT, TYPE III DISTRIBUTION POLE CONCRETE BASE, 15' +15'-0" AFF LED 3000K 6716 INTEGRAL ELECTRONIC DRIVER LUMCA LIO SERIES OR APPROVED 208 V 60 W SP2 POLE MOUNT AREA LIGHT, TYPE V DISTRIBUTION CONCRETE BASE, 15' POLE +15-0" AFF LED 3000K 6716 INTEGRAL ELECTRONIC DRIVER LUMCA LIO SERIES OR APPROVED 208 V 60 W ST1 CONTINUOUS LED TAPE LIGHT BRACKET ANCHORS SEE LANDSCAPE LED 3000K 121/FT REMOTE ELECTRONIC QTL LIGHTING Q-CAP KURV SERIES OR 120 V 2 W 1 DETAIL DRIVER, 0-10V DIMMING APPROVED SU1 TREE SPOT LIGHT GROUND N/A LED 3000K 1,634 INTEGRAL ELECTRONIC BKLIGHTING DENALI REMOTE SERIES 120 V 27 W DRIVER OR APPROVED WALL PACK AREA LIGHT, TYPE FORWARD THROW MEDIUM INTEGRAL ELECTRONIC LITHONIA LIGHTING WDGE2 SERIES OR SW1 DISTRIBUTION WALL +10'-0" AFF, U.N.O LED 3000K 4,002 DRIVER APPROVED 120 V 47 W 2 am,^+ (V`` o5yS x^ X 9 ^ k 0 x O .i6 OE ^1 0^^ Oy h 09 - ti x 1a x 9 x ° x SP1 x5 p5 - 0. k - x 0A ^ x - x x GENERAL SHEET NOTES A. DRAWING IS FOR PHOTOMETRIC REVIEW ONLY, NOT TO BE USED FOR EXACT LOCATIONS OR CONSTRUCTION DIMENSIONS. NE CORNER WALKPATH STATISTICS AVG 8.6 FC MAX 13.5 FC MIN 0.3 FC MAX 45.0 : 1 AVG 28.7 : 1 PARKING #1 SOUTH AVG 3.3 FC MAX 18.1 FC MIN 0.2 FC MAX 90.5 : 1 AVG 16.5 : 1 PARKING #2 CENTER AVG 2.3 FC MAX 13.3 FC MIN 0.2 FC MAX 66.5 : 1 AVG 11.5 : 1 PARKING #3 NORTH AVG 3.9 FC MAX 18.6 FC MIN 0.5 FC MAX 37.2 : 1 AVG 7.8 : 1 WAY FINDING #1 NORTH AVG 2.6 FC MAX 5.5 FC MIN 0.1 FC MAX 55.0 : 1 AVG 26.0 : 1 WAY FINDING #2 CENTER NORTH AVG 3.7 FC MAX 17.8 FC MIN 0.0 FC MAX NIA AVG N/A WAY FINDING #3 WEST AVG 2.5 FC MAX 19.3 FC MIN 0.0 FC MAX N/A AVG N/A WAY FINDING #4 EAST AVG 1.2 FC MAX 24.8 FC MIN 0.0 FC MAX N/A AVG N/A WAY FINDING #5 SOUTHWEST AVG 1.9 FC MAX 5.9 FC MIN 0.1 FC MAX 59.0 : 1 AVG 19.0 : 1 WAY FINDING #6 SOUTHEAST AVG 2.6 FC MAX 11.9 FC MIN 0.1 FC MAX 119.0 : 1 AVG 26.0 : 1 WAY FINDING #7 AVG 8.4 FC MAX 12.6 FC MIN 2.2 FC MAX 5.7 : 1 AVG 3.8 : 1 WINDSOR ENGINEERS Ridgefield, WA Duluth +Minneapolis, MN WindsorEngineers.com Project No: 25083 06/17/2025 >m Q LU z O az w� J Q z 0 0 >m z Z � Z W �e Revisions: PROJECTISSUE: ISSUE DATE: PROJECT MANAGER: SW ENGINEER OF RECORD: SW CHECKED BY: JY DESIGN BY: VD ELECTRICAL SITE PLAN PHOTOMETRICS a M CV L(i LC) CV O N co CO El 01 z Downfighting Of Catalog1� M OrA L/TH0/V1A L/GHT//VGNumber 360ci T••uLyte 12V LitephereM2.0 iowl. dk* Notes Illuminating Bollard hess f - (7iV FEATURES & SPECIFICATIONS w ' • • ' INTENDED USE - Ideal for use in applications where smart, energy -efficient fixtures are desired. Typical T ype 0 applications include parking garages, canopies, transportation, schools, hospitals, cold storage and exterior SL1 retail environments where moisture ordust is a concern. Polycarbonate enclosure protects fixture while WINDSOR DESCRIPTION remaining easy to service and clean. Noo t for use or installation in direct outdoor sunlight. Must be installed m Project: under canopy or covered ceiling. Fordirectsunlight installations, please refer tothe FEX productfa mily. Certain VRS Rough Service Fixture A simple beacon with three windows for 3600 illumination is the basis of CENTO's styling. ModuLyte LED 4" & 6" Cylinders provide an excellent combination of aesthetic Location: airborne contaminants can diminish the integrity of acrylic and/or polycarbonate. Clickherefor E N G I N E E R S 1 and lighting appeal with field modularity. Designed for use with standard ModuL to Acrylic Polycarbonate Compatibilitytableforsuitableuses. PRCI��/VAY_ -� g g Pp Y g Y Cat.No: CONSTRUCTION UV -stabilized injection molded im act -resistant frosted polycarbonate housing with PASSAGE'" a Translucent acrylic lens creates soft diffused illumination. Housing is precision machined from �) � P p Y g Ridgefield WA recessed downlights ensures matching visual and performance, and offers the Type: $F1.SF2 continuous poured in place, closed -cell gasket.20-gauge steel channel and channel cover. Aluminum sheet VAP LED heavy wall extruded aluminum. Housing and extruded aluminum shaft are finished in finely same maximum level of field flexibility to keep pace with challenging and changing metal board plate for thermal conduction and support Captive, tamper -resistant, polycarbonate latches oty: standard (8 TorxT-20 tamper -resistant screws included). Stainless steel latches also available. Fixture design Duluth + Minneapolis MN . allows mate p g textured paint. Luminaire is available in three heights. All hardware is stainless steel. construction requirementsllfor approxily4%up-light. ' OPTICS - UV -stabilized, injection -molded, impact -resistant, clear transparent and frosted, polycarbonate %-' W i n d so rE n g i n ee rs . co m lens with aesthetic rib detail (.080" thick). Miro 5 aluminum reflector used to achieve wide distribution. Notes: CEILING/ REEMF ELECTRICAL - Utilizes high -output LEDs integrated on a two -layer circuit board, ensuring cool-running//r _ SUSPEND MOUNT Project No: 25083 pry Complete luminaire = Frame (optional) + Engine/Trim + Accessories (optional) �/ PROTECTED BY ** * a operation. Standard 0-10V dimming. Integral 6kV/3kA surge protection, tested in accordance to IEEE/ANSI sta ndards. >L88 at 60,000 hours (see chart on page 3). � C L P R I M R R * ,�* INSTALLATION -Two stainless steel surface mount brackets standard (unless another mounting option e� Engine example: M6CRW-M6RDL259CSWZ10U-DRP is chosen) allowing for ceiling or suspended mount. A variety of mounting options are available including �� 1 41111I'+` stainless steel mounting options:l-box mounting and mounting brackets for suspension with aircraft cable Series Finish Series Style Lumens CRI/CCT Beam' Reflector Flange Dimming Voltage Options (cable not included). Optional stainless steel V-hooks available for chain hanging (chain not included). Surface ® - �- DL 9CS Z10 U❑- DRP conduit entry on oneend oreach end (WLFENDorWLFEND2) and on top (WILIF orWLFIN) allowfor rigid conduit N WA/VT SH1 entry. For horizontal and vertical mounting on a wall, application must be under a covered ceiling and QMB WA ' �P DF SH q� Project: TYPE: - optionrecommended.1/2"-3/4"KO.Whenwallmountedtheproduct will berated for damp location only. �, /.y 5r M4CR 4" Round W White M4R 4" Round DL Downlight Selectable Selectable W Wide CL Specular clear -White Z10 U Universal DRP '`\ - 1; CJ, Date: Type: SB1 Catalog Number: Cylinder B Black M6R 6" Round 25 15001m 9CS 2700K CD Comfort clear diffuse (matte) 0-10V 1% 120/277V Late stage LISTINGS - CSA Certified to UL and C-UL standards. For use in ambient temperatures ranging from -20°F i C/) Z M6CR 6" Round 20001m 3000K WH White assembly(-29°C)to104°F(40°C).VAPLEDiswetlocationlistedforcoveredceilingapplications.IP65andIP66rated.VAP Cylinder 25001m 3500K LED is NSF Splash Zone rated when suspended or ceiling mounted. When wall mounted the product will be >oa rated for dam Iocationonl.Desi nLi htsConsortlum DLC Premium qualified product qualified Project Name: 4000K Tivoli's next evolution of Litesphere delivers a robust specification -grade strand with factory molded standard spacing for P Y 9 9 ( ) q P q Nla 22013615 g 5000K product. Not all versions ofthis product maybe DLC Premium qualified or DLC qualified. Please check the DLC Opel` 9� s consistent quality from start to finish Qualified Products List atwww.designliahts.org/QPLtoconfirmwhichversionsarequalified. A • • ��F �FGISTERS� G\�� M6R 6" Round DL Downli ht 30 30001m Selectable M Medium • Shatterproof PE globe GOVERNMENT PROCUREMENT- BAA- ProductwiththeBAAoptionqualifiesasadomesticend n 4PA.AL`<- 06/17/2025 9CS 2700K t ®®® ' 3000K Litesphere 2.0 design provides optional suspended mounting or a twist -off cap for surface applications product underthe Buy American Act as implemented in the FAR and DFARS. Product with the BAA option also qualifies as manufactured in the United States under DOT Buy America regulations. ORDERING INFORMATION 3500K Available DarkSky option with added light shade BABA -Build America Buy America: Product with theBAAo option qualifies produced S 4000K Y P q P BAA BABA 5000K • 12V DC Low voltage system for long runs States under the definitions of the Build America, Buy America Act. � C us 1 r IP67 Please refer to www.acuitybrands.com/buy-americanfor additional information. MODEL OUTPUT CCT CONTROL VOLTAGE FINISH Accessories cULus WARRANTY-5-year limited warranty. This is the only warranty provided and no other statements Pendant accessories (field adjustable) ex: CASK36BK in this specification sheet create any warranty of any kind. All otherexpressand implied warranties are CN900-360 SO 30K DIM UNV BL 3 Year warranty disclaimed. Complete warranty terms located at: Cento 900 (35.4" Height) Standard Output 3000K 0-10v Dimming 120-277v Black Series Mounts Length Finish www.acuitybrands.com/support/warranty/terms-and-conditions CAEl El 1:1 For installed Rough Service Product(s), Acuity warrants that, for the lifetime of the product(s), the Specifications CN900HS-360 HO 40K DB polycarbonate lens and/or polycartionate housing will withstand breakage resulting from occasional physical Length: 54-3/4 (139.1) Cento900HighStrength High Output 4000K Dark Bronze CA Calculite SK Stem Kit 36 36in. WH White(matte) p•y. u1 abuseandroughhandling(the"Rough Service Warranty"),notwithstandingthevandalismexclusionsetforth Width: 81/4(21.0) 48 43 (35.4" Height) Accessory 48 48 in. BK Black (matte) � u L �S at www.acuitybrands.com/support/warranty/terms and conditions Depth: 4-1/8 (10.5) ] [721] Dimensions 60 60in. AL Aluminum LISTED Note: Actual performance maydifferas a result of end -user environment and application. Weight: 13.51bs.(5.9kg) CN500-360 DG 72 72 in. All values are design ortypical values, measured under laboratory conditions at 25 °C. 1 Cento 500 (19.7" Height) Dark Grey Lensed wall Medium beam Specifications subject to change without notice. All dimensions are shown in inches wash optic diffuser lens CK Cable Kit 10 120 in. WH White (matte) (centimeters) unless otherwise noted. 1 BK Black (matte) !i4 CN280-360 GG M4RLW 4" round M4MED 4" round AL Aluminum [21.0] Cento 280 (11" Height) Graphite Grey M6RLW 6" round MISMED 6" round 1. 40001m max (40) light engine capable of supporting 30001m max in cylinder configuration SG 2. Wide (W) beam available only with 25 light engine, medium (M) beam available only with 40 light engine. Silver Grey Custom options are available; consult factory via phone at (864) 487-3535 ext. 258 or via email at DesignServices@EXP-Brands.com. cc � Capable Luminaire Custom RAL Color 3.811 This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and out -of -the -box control compatibility with simple MOUNTING KIT (Required, Ordered Separately) commissioning. CN900-500-MK All configurations of this luminaire meet the Acuity Brands' specification for Mounting Kit with 3x 00.5" X 15" X 3" Anchor Bolts and Hot -Dip Galvanized Steel Mounting Plate chromatic consistency CN900HS-MK This luminaire is part of an A+ Certified solution for nLight® or control networks High Security Mounting Kit with 47" Hot -Dip Galvanized Steel Pipe and Internal Flange marked by a shaded background* CN280-MK 2.511 Mounting Kit with 3x 00.375" X 8" X 1.5" Anchor Bolts and Paper Template To learn more about A+, visit www.acuitybrands.com/aplus. wwW.HessAmerica.com *See ordering tree for details EXPERIENCE. For other Experience° Brands companies, please visit www.ExperienceBrandsUSA.com. 1/3 BRANDS In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials. Technical specification 11 sheets that appear online are the most recent ones available. 'Consultthe factory to verify current status of BAArrAAIBABAA compliance. Rev 20241122 C YL US Ro H S • Tivoli, LLC. reserves the right to modify this specification without prior notice. Mod uLyte-Cylinder-spec-sheet-en 01/25 pagelof9 LISTED LOCATION INDUSTRIAL VAP-LED Copyright OTivoli 06/10/25 Page 2 of 10 www.tivolilighting.com te1:714-957-6101 fax:714-427-3458 W z O Q L 2 V W Q J � Q z O Specification Sheet LIO-M uo 2-7 UJ Q-CAP KURVTM STATIC WHITE /,�yr WDGE2 LED N c �L U8 Rf�HS -EPD JCYEAFI ®�BUVAMERIGANACT Catalog Number I..L 24VDC Flexible Fixtures LISTED COMPLIANT VERIMED-sw-HE°NLyDENALI' • Architectural Wall Sconce 1••` Project Name Qty DATE PROJECT: TYPE: SU1 rNotes Declare. Precision Refractive Optic Type SP1, SP2 Catalog / Part Number • • I • LU Flexible en.apsulatedfixture CATALOG NUMBER LOGIC: 20 r5�pe SW1 T Side bend 70" 6" bend radius CATALOG NUMBER LOGIC Hit the Tab key or mouse over the page to see all interactive elements. 021.8" [ 554m m ] Interior and exterior rated (not including FQ TYPE ST1 • 1 Seven different mounting options Example: DE - LED - x58 - SP - BZW - 9 - 11 - A B A BABAIntroduction �•7211 Available in a seamless configuration for a continuous line of light I Utilize clearendcapsforcontinuousruns MATERIAL The WDGE LED family is designed to meet specifier's every wall- • Do not cut Non -Field Cuttable Q-CAP flexible fixtures mounted lighting need in a widely accepted shape that blends • IK10 impact rated Aluminum Dz- with any architecture. The clean rectilinear design comes in four MILSpecifications sizes with lumen packages ranging from 1,200 to 25,000 lumens, ORDERING PROCESS providing a true site -wide solution. Embedded with nLight AIR DE - Denali Depth (D1)• 7" wireless controls, the WDGE family provides additional energy O Specify Non -Field Cuttable Q-CAP OB (Optional) Specify field cuttable 4' piece - used to adjust total run length in the field (dry applications only) Savings and code compliance. to SOURCE Depth (D2): 1.5" I ANON -FIELD CUTTABLE Q-CAP H WDGE2 with industry leading precision refractive optics provides LED - Chip on Board Technology Height: 9" great uniform distribution and optical control. When combined Lq LED TYPE Width: 11.5" with multiple integrated emergency battery backup options, A&MEWAl A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 Al2 including an 18W cold temperature option, the WDGE2 becomes N WIRE INPUT/ CONNECTOR/ CONNECTOR/ x58-12W/2700K/8OCRI x62 - 20W/3000K/80CRI x66 - 27W/4000K/80CRI Weight: the ideal wall -mounted lighting solution for pedestrian scale 5 Ibs applications in an PRODUCT MOUNTING RATED CCT WATTAGE LENS OUTPUT WIRE IN WIRE OUT ENDCAPS LENGTH(IN) EXACT/OPTIMAL x59-12W/3000K/80CRI x63- 20W/4000K/80CRI x67 - 27W/270OK/90CRI (without options) 13.W - D1 - a pp y environment. 1 KURV-SW x60-12W/4000K/8OCRI x64 - 27W/270OK/80CRI x68 - 27W/3000K/90CR1 1121, Sample Part Number: KURV-SW-PPS-2-DRY-30-5.0-ENC/TL-Pl-BW-BW-N/A-48"-E x61 - 20W/270OK/80CRI x65 - 27W/3000K/80CRI x69 - 27W/350OK/80CR1 Items marked by a �a a ac ground qualify forthe Design Select program and ship in 15 days or less. To learn more about Design Select, visit www.acuitybrands.com/designselect. Distributions Description � • design select g OPTICS *See ordering tree for details PRODUCT MOUNTING RATED CCT WATTAGE Lumca's LIO Urban -Cory lighting family redefines what it means SP - Spot (150) FL - Flood (350) WFL - Wide Flood (600) KURV-SW M C Rigid Lock Channel DRY IP67 24 2400K 3. 3.O SO U U Overview to light life outdoors. These new lights bring the coziness of Mc Magnetic Clip WET IP67 27 2700K 3.0 3.OW-HO FINISH (See page 2 for full -color swatches) See last ble power r SGC Side Graze Channel SBM IP68 30 3000K 5.0 5.OW-VHO indoor light fixtures to outdoor LED lights for a wide array of compatible power Approximate (4000K, ; 1 ' supplies. PPS-2 PVC Clip 35 3500K 1.5HE 1.5WHE-SO Standard Finishes (BZP, BZW, BLP, BLW, WHP, WHW, SAP, VER) SBM not 11 t. t 1' Cold 1'� Type I Type II Type III Type III applications, including smart cities, urban development or PPS-96 PVC Channel recommend 40 4000K 3.OHE 3.OWHE-HO Driver housing required. Configure ' 1 renewal projects, city parks and waterfronts, businesses, PPS -Fr PVC Channel Custom Length edtobeused 6.OHE 6.OWHE-VHO Premium Finish (ABP, AMG, AQW, BCM, BGE, BPP, CAP, CMG, CRM, HUG, NBP, OCP, RMG, SDS, SMG, L3FL water.rinated separately. ) WDGE1 LED Visual Comfort 4W 750 1,200 2,000 ( ) PPS-LP-2 PVC Low Profile Clip water. p y TXF, WCP, WIR venues, and SO much more. PPS -LP -Fr PVC Low Profile Channel Custom Length Available only SO: Standard Output O in S1. S5, or SB High Output -- -- PPS-LP-96 PVC Low Profile Channel Also available in RAL Finishes S6 wire exits. VHO: Very High Output WDGE2 LED Visual Comfort 10W 18W Standalone / nLight 1,200 2,000 3,000 4,500 6,000 WSC White Snug Clip SBM available only in 1.5, 3.0, Physical BN-SB-SST-16' 16'BENDITSideStainlessSteelChannel &5.0(no HE) *Accommodates up to2lens/shielding media. LENS TYPE* MIR WDGE2 LED Precision Refractive 10W 18W Standalone /nLight 700 1,200 2,000 3,200 4,200 BN-SB-SST-32' 32' BENDIT Side Stainless Steel Channel Type IV Type V Color Rendering Index CRI 70, CRI 80 BN-SB-WH-16' 16'BENDIT Side White Stainless Channel 9 - Clear (Standard) WDGE3 LED Precision Refractive 15W 18W Standalone /nLight 7,500 8,500 10,000 12,000 _ BN-SB-WH-32' 32' BENDIT Side White Stainless Channel ..........................................................................................._._.-..-..-.._..-..-------- --- 10 - Spread 12 - Soft Focus 13 - Rectilinear Smooth Finish EPA 1.lOft2 White snug clip onlyforindirectcoveuse,notiMendedforhangingfixturesupside WDGE4LED Precision Refractive Standalone/nLight -- 12,000 16,000 18,000 20,000 22,000 25,000 .--._._.--..-..-...-..-----..-...-..-..--._._.... down. SHIELDING* IN I Weight 27.3 lb - 12.4 kg PPS mounting clip recommended for seamless applications ■ ■ ■ 11 -Honeycomb Baffle • • - EXAMPLE. WDGE2 LED P3 40K 80CRI T3M MVOLT SRM DDBXD Revisions: Lens Material Clear tempered glass, Frosted tempered glass , CAP STYLE - Silver Satin Steel Steel -_- ........................................... ............. ............. ............ _............ _._.-........................... -.- ........ - ........... -..... ................. ........... ... -_--_.-.._..-..--__--..-........................................... ...-- LENS WIRE INPUT/OUTPUT CONNECTOR/WIRE IN CONNECTOR/WIRE OUT Black Grey Dark Paint Finish Silver, Steel Grey, Steel Dark, Satin Black, Mocha, Emerald, A - 45° -19 ENC/CL Encapsulated in Clear S7 Single 1(Input only) -End Feed BW Bare Wire (Standard 24") N/A Closed End (No feed) 1 1 1 Distribution I 1 1 Textured Finish Ebony, Blue, Burgundy, Bronze, Green, Black, White, Custom ENC/TL Encapsulated in Translucent S2 Single 2(Input only) -Bottom Feed BRL Barrel -90°IL COIOr, Unknown/TBD, RAL Color S3 Single3(inputonly)-Left Side Feed CONE Connector6" B For representation of LED visibility, see Diode - Flush t 4 P Y. C US WDGE2 LED PO 27K 2700K 70CRI T1S Type I Short MV LT Shipped included € Shipped separately S4 Single 4 (input only) Right Side Feed CON24 Connector 24" 0 MVO LT section on following pages ( ) YP PP PP P y Surface Finish Polyester powder coating, Complies with ASTM B 1 17 standards, 36 Single 5 (Input only) - Seamless Feed ► ► ► D - 45° Less Weephole (Interior use only) Pill 30K 3000K 80CRI T2M Type II Medium 3471 SRM Surface mounting bracket AWS 3/8inch Architectural wall spacer' ■ ■ ■ ■ ❑ Y P g, P 86 Single 6 (Input only) - Seamless Feed BW: Standard length iom t length Max length is 9 partn number st writing48 P2z 40K 4000K LWJLimited T3M Type 4801 ICW IndirectCano Canopy/Ceiling PBBW Surface -mounted back box to left, Minimum thickness of 100 microns, Complies with ASTM D2247 part numberneMtoBW(example:BW48) E - 90° Less Weephole (Interior use only) YP PY 9 (P. Black Green Bronze Burgundy White standards P3Z 50K 5000K Wavelength T4M TypeIVMedium Washerbracket(dry/right conduit entry). Use when there •p P7 Pass Through 1(Input/Output) - End Feed BW Bare Wire (Standard 24") BW Bare Wire (Standard 24") z ; damp locations only)' S n0 junction ■ ■ ■ ■ _.....-...................b0xavallable m *.:----_-._----.---..--.-.-.--.._.._...-.._..__._._.............._..-...._._._-.._. .... .... P4 AMB Amber TFTM Forward Throw Medium �• P2 Pass Through 2 (input/Output) -Bottom Feed BRL Barrel ► BRL Barrel 1 O�% Hardware material Stainless steel hardware P3 Pass Through 3(input/Output)- Left Side Feed CONS Connector6" CONS Connector 6" Blue Ebony Emerald Mocha Custom P4 Pass Through 4(input/Output)-Right Side Feed ► CON24 Connector24" CON24 Connector 24" , Electrical and control P5 Pass Through 5(input/Output)-Seamless Feed COIOr BW: Standard length it length Max length is BW: Standard length it length Max length is PS Pass Through 6 (Input/output) -Seamless Feed 120". Request custom length by writing in 120". Request custom length by writing in Features Voltage 120V, 2O8V, 24OV, 277V, 347V, 48OV part number next to BW (example: BW48) part number next to BW (example: BW48) 11 I Control 0-10: 0-1 OV dimming, DBX: Manual Dimming Selector, PRG: E10WH Emergency battery backup, Certified in CA Title I Standalone Sensors/Controls DDBXD Dark bronze ' 20 MAEDBS (10W, 5°C min) I PIR mo eve onsensor formoun 100 �•• Programmable driver with custom dimming schedule END CAPS LENGTH (IN) EXACT/OPTIMAL ( /35�)ti8-15'tingheigs.Intenderuseonswe htdfoitchd circus wiex ern ac itth l DBLXD Blk E20WC Emergency battery backup, Certified in CA Title dusk to dawn switching. DNAXD Natural aluminum PROJECTISSUE: CL Clear Minimum length is 12", maximum length is 191" not including O Optimal Illumination 20 MAEDBS (18W, -20°C min) i PIRH Bi-level (100/3596) motion sensorfor 15-30' mounting heights. Intended for use on switched circuits with external Single ► WH White end caps. Contact us for lengths under 12". E Exact Specified Length e DWHXD White PE Photocell,ButtonT e I dusk todawnswitchin Dark Sky TOOT -Less IP66 SW:Availableinl"increments. YP g Y Exact fixtures are the exact length specified +0-1/8'. DSSXD Sandstone Compliant Access N/A Not Applicable SW-HE:Available in 2" Optimal fixtures length is rounded down with illumination end to end. DMG 0-10Vdimmingwires pulledoutside rxture I PIRIFC3V Bi-level(100/35%) motion sensorfor8-15'mountingheightswith photocell pre-programmed dawn operation. P Pass ► see Exact/optimal Fixture Length charts. (for use with an external control, ordered PIRH FC3V Bi-level (100/35�) motion sensor 15-30' mountin heights with photocellpre-programmed forduskto dawn operation. DDBTXD Textured dark bronze Through 9 9 P P separately)'_ DBLBXD Textured black Networked Sensors/Controls BCE Bottom conduit entryfor back box (PBBW). I DNATXD Textured natural TITLE 24, 1A8 COMPLIANT Total of 4 entry points. I NLTAIR2PIR Embedded wireless controls bynLightwith Passive Infrared Occ sensor and on/off photocell for 8-15' mounting heights. aluminum CCE Coastal Construction' I NLTAIR2 PIRH Embedded wireless controls by nLightwith Passive Infrared Occ sensor and on/off photocell for 15-30' mounting heights. DWHGXD Textured white I NLTAIREM2 PIR Embedded wireless controls by nLight with UL924listed emegency operation, Passive Infrared Occ sensor and on/off DSSTXD Textured sandstone photocell for8-15' mounting heights ISSUE DATE: I NLTAIREM2 PIRH Embedded wireless controls by nLight with UL924listed emegency operation, Passive Infrared Occ sensor and on/off 5 year warranty I Side Bend I Data subject to change, all data has +/- 5%tolerance I PPS -FT is to be cut at QTL to requested length I Ambient or mounting surface must not be . • photocell for 15-30' mounting heights. . r • , • lower than 4°F or higher than:1.5-125°F; 3.0-115°F; 5.0 -108°F I Patent # D863646 S,10,619,828 B2 I Only FC fixtures are Field cuttable per installation instructions Field cuttable i Seepage 4 for out of box functionality is not returnable or refundable after it has been cut THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF B-K LIGHTING, INC. AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE DISCLOSE ITS CONTENTS, OR TO 05/17/2023 SKU-846 PROJECT MANAGER: SW 1220 Marie-VicTorin Blvd, Longueuil, QC, J4G 2H9, CAN I r 1 an 6s0.1693 I mfoowmaa.com MANUFACTURE, USE OR SELL ANYTHING IT MAY DESCRIBE, REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF B-K LIGHTING, INC. IS STRICTLY FORBIDDEN. SU B001113 LUmcamm www.l°m°a°«" ,• n,,,°m°a<«�,Praaa�/107 L/T/YON/A ENGINEER OF RECORD: SW © 2025 QTL. All rights reserved 1155 Hill St. Milford, CT 064601203-367-87771 sales@QTL.lighting I wvvw.QTLlighting Specification subject to change. Rev-05-29-25 OA COMMERCIAL OUTDOOR One Lithonia Way Conyers, Georgia 30012 Phone: 1-800-705-SERV (7378) www.11thonia.com WDGE2 LED Lumca.28 Copthe yright 2025Lukechanges to this producTa}any}ime wifhou}priorno}iceand such modification shall be effective immediately. I/10 L/GHT/N6 ©2019-2025 Acuity Brands Lighting, Inc. All rights reserved. Rev. 04/21/25 CHECKED BY: JY 2025.05.28 Copyright m 2025 Lumca DESIGN BY: VD ELECTRICAL SITE PLAN LIGHTING SPEC SHEET co CD N M N CN U � O � Y LO ( UV O O O �p E200 Q CO