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NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. L 4+50 "zi-_ ILLUMINATION CONSTRUCTION NOTES RA STA OZ G 2 ' DCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.1A. FURNISH AND INSTALL NEW ARTERIAL STREET N LANE NEED �L 1 DECORATIVE LUMINAIRE POLE, ROADWAY AND PEDESTRIAN SCALE LUMINAIRES, AND JUNCTION BOX PER ILLUMINATION POLE NIATC SEE 5 p p0 i 0 SCHEDULE, SHEET IL-03, AND PER CITY OF RENTON STD PLANS 117.1, 117.1A, 117.2, 117.3, 119, 120 & J013. APPLY z z 1 DECAL NUMBERING WITH COR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. -i ' = � (DCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 116.1. FURNISH AND INSTALL NEW NEIGHBORHOOD STREET ROW 5 �� PEDESTRIAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, AND PER CITY OF RENTON STD PLANS 116.1, 116.2, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE`% ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. 1� I r A _ OREMOVE EXISTING UNMETERED SERVICE CABINET AND FOUNDATION APPROXIMATELY 300' WEST OF REDMOND PL NE ON THE SOUTH SIDE OF SUNSET BLVD NE. FILL AND COMPACT VOID. = CONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF RENTON STD PLANS 126.1 & 126.2, SHEET IL-05 & IL-06. 4 )FOUNDATION SHALL BE ADJACENT TO AND FLUSH WITH SIDEWALK. FURNISH AND INSTALL SERVICE CABINET PER CITY OF N RENTON STD PLANS 122.1 & 122.2, SHEET IL-05. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE T VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. 0Oz INTERCEPT AND EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS WITH EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX WITH CITY APPROVED SPLICE KIT. z 66 EXISTING LUMINAIRE POLE TO REMAIN. R MOV XI TI G THE T LIG T P L & FO ND,T ON. ONT A T R SHAL E A AN 0 E LIGHT P LE BAS S. FILL 7 MO ALL 0 AND COMPACT VOID. 8 THE POWER SOURCE IS THE NEW PSE TRANSFORMER INSTALLED AS PART OF THE PROJECT. THE CONTRACTOR SHALL COORDINATE WITH PSE TO CONFIRM A LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. PSE SHALL MAKE FINAL CONNECTION TO THE POWER SOURCE. (�)CONTRACTOR SHALL COORDINATE WITH PSE TO DISCONNECT POWER TO EXISTING SERVICE CABINET. INTERCEPT AND EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW SERVICE CABINET. COORDINATE WITH PSE FOR MAKING FINAL CONNECTION TO POWER FOR NEW SERVICE CABINET. 10 EXISTING PSE TRANSFORMER TO REMAIN. PROTECT DURING CONSTRUCTION. 11 PULL EXISTING CONDUCTORS THROUGH NEW CONDUIT AND JUNCTION BOX TO NEW SERVICE CABINET. MAINTAIN EXISTING 5 CIRCUITS. SPLICE NEW ILLUMINATION CONDUCTORS WITH EXISTING ILLUMINATION CONDUCTORS IN NEW JUNCTION BOX WITH IT AP 0 SP CE T S CI T C P S 12 CONSTRUCT FOUNDATION PER CUSTOM FOUNDATION DETAIL, SEE SHEET IL-06. FURNISH AND INSTALL NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, ROADWAY AND PEDESTRIAN SCALE LUMINAIRES, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, AND PER CITY OF RENTON STD PLANS 117.1, 117.1A, 117.2, 117.3, 119, 120 & J013. APPLY DECAL. NUMBERING .WITH COR POLE .ID PER THE. ILLUMINATION POLE SCHEDULE AND CITY. OF R.ENTON. STANDARD . DETAIL 1 ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. #8 ILLUM. #6 SERVICE #2 INTERCONNECT 1-11/C EQUIP. GRND. PULLWIRE POWER 310 NO. 1 2" SCH80 PVC 2 1 2" SCH80 PVC 4 1 2 2" SCH80 PVC SPARE 1 3 2" SCH80 PVC SPARE 1 4 3" SCH80 PVC 3 5 3" SCH80 PVC 4 1 6 2" SCH80 PVC 1 7 2" SCH80 PVC 4 1 2" SCH80 PVC 1 8 2" SCH80 PVC SPARE 1 9 EX 3" SCH80 PVC 3 10 3" SCH80 PVC 3 11 13" SCH80 PVC** 2 2 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUCTORS/CIRCUITS MAY BE PRESENT. 15 60 0 30 90 SCALE IN FEET a z J L, EX R/W W � ii 00 LLJ SITE 1 5 1 8 4 -I L I� ( 13 e ME i e 1 oN ( CD CD 1 e �I O �MAMEN -- Lac. All r •OHP ICI , ■■ �'Jil �illi� •• • - - — 11_ • 11 �- •.. ' 11 GV DSD- SD .�. SD ►� .- - o OF G ��� ORpw\NG ON ENGN �RF�C� von � •Fp E SPOR�P F: UC�O EO g� ZRPN F k EO E FFA�RF"g0 (NHS CON PREP pN0 OF S�RFP �ESF- ;ESGN CPO � �S� ��NwI�OCP�ONSHEF;( ON�� •8`l CORD o;PS��O P�PUC pNS w�R�NC. ON � P�w� RCN rj �pCA SNOT QRO�NESS ERS 2 PSE STREET LIGHTING SCOPE OF WORK PSE STREET LIGHTING CONSTRUCTION NOTE PSEf PSE SHALL REMOVE EXISTING UTILITY POLE, FIXTURE AND ARM. SEE CIVIL PLANS. SEZ EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION. 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. SITE 1 1 1 4 PSE1 — — __�E_ SMT NEW R/W OHP P OHP � OHP OHP i i 83+00 i w Rdr � w SDSD---- SID G G S x x - x TENW 1 CIVIL CONSTRUCTION PERMIT 04/21/23 SURVEYED: SCALE: VERTICAL: NAVD 1988 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 GRL/LAB 4 CIVIL CONSTRUCTION PERMIT POST —PERMIT REVISION 05/10/24 DRAWN. GRL LAB /I ONE INCH DATUM 5 RECORD DRAWINGS 07/01/25 CHECKED: EMS/TDR AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY EMS LEGEND EX NEW DESCRIPTION ® HA JUNCTION BOX TYPE 1,2 o ROADWAY LUMINAIRE POLE PEDESTRIAN LUMINAIRE POLE ¢ UTILITY POLE MOUNTED LUMINAIRE �( PRIVATE PEDESTRIAN LUMINAIRE POLE ® PRIVATE PEDESTRIAN LED BOLLARD - - - CONDUIT/CONDUCTOR ® ® ELECTRICAL SERVICE CABINET Al ❑] TRANSFORMER OCONSTRUCTION NOTE O LUMINAIRE POLE NUMBER/LETTER WIRE NOTE Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. �t N S�ONAC T-425501 07-012025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ILLUMINATION PLAN DATE: 07/01/2024 FIELDBOOK: PAGE: DRAWING NO: - 0 1 SHEET: OF: 75 88 VJ NN I TOP OF SLOPE (TYP) APN g51099iR Ch — TRAUI'A (CRITICAL AREI 1Z).2 I APN g51NGyHUo 0 ZNI1P NE 14TH PL 1 I �17 — I 0 10 A pOMINIK9KU 00 r � � L I � I- ONE 14TH CT L APN gSjoON A E2 I II 0 INSTALL I "NO PARKING " L SIGNS ON BOTH SIDES x OF ROW 1-6 (TYR), SEE SIGN DETAILS, , THIS SHEET. Ni E 14TH ST _ L 9 0p30 API, P O g5j0 OMEN EIDI K I v � x I xQll�� 30 P011Y OE REN10N jl �80-0050 TRACT L pPNJENNIFER LE (CRITICAL AREA) V ; �x \` .. EXISTING TREE TO BE SA VED �� �\ � O y— �RACTM �� I %PF/V SPACE) 5-9046 AI N 042'0 WONG O' WO PARKING" SIGN PER DETAIL, THIS SHEET \ - (TYP) 9,, 4 APN 042E5Y VO PNUON I TRACT N APN 0423aADWIN 2 (OPEN SPACE) JAMES INSTALL 3 MAX/FORCE COLLAPSIBLE BOLLARDS PER DETAIL, SHEET C3.43. 0 W z Uj W Q z 0 x 11 �NIM (STORM DRAINAGE) L me�w� D K 17J 0 ROW 3 TRACT H :RIACAL AREA of TOP OF SLOPE (TYP) 15' BLDG SETBACK (TYP) 15' BUFFER (TYP) .�� I APNY pROPER1E55LLO pALPP I z FIRE TRUCK TURNAROUND p4230E' LLO �. APN PROPER _.. _ (TYP) OALPPY JDSNEN1 No - ESS & UT - , . �; ..r:=,.- TRACTS ;1,�.1L T INE LADLND,3002 OI,Y O NOE LN NO O 0 5082 p0009 _ .1. — — — LL.P• REC. INSTALL 'NO PARKING" SIGNS ON BOTH SIDES OF ROW 1-6 (TYP.), _— SEE SIGN DETAILS, THIS SHEET. .i ---- f ---- ----- p42305 A?E5 LLG PPN n pALPAY x :~TRACT 0 '(OPFN 4PArF PROJECT STOP SIGN STOP BAR I BOUNDARY PER C.O.R. STD PLAN 109, (TYP) SEE THIS SHEET 1 _ 280(25 MPH) d INTERSECTION SIGHT DISTANCE TRIANGLE -�4- - - EXISTING STREET SIGNS Q l ALONG THE NORTH SIDE OF a l NE 12TH STREET SHALL BE — RELOCATED AS NEEDED W z UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 it DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E GENERAL NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON—SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE —INSTALLED TO CURRENT STANDARDS. 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. Gtit Y O� TRANSPORTATION NOTES STD. PLAN — 135 PUBLIC WORKS —APPROVED: f Pi • DEPARTMENT GqZ 3/13/2019 ! 4 DATE :1 ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION M-5.10-03 RIGHT TURN CHANNELIZATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT M-9.60-00 SHARED - USE PATH MARKINGS M-11.10-03 RAILROAD CROSSING LAYOUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS M-20.10-03 LONGITUDINAL MARKING PATTERNS M-20.30-04 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50150 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 500 F. �\ y o PAVEMENT MARKING NOTES STD. PLAN— 109 + PUBLIC WORKS D p DEPARTMENT MartnPpOasVEVED: tucha 7/27/2022 F NSO DATE SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR ROLL/ HEA l/R/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. A SCALE: 1" = 50' 0 25 50 100 LEGEND 150' OR LESS HOSE PULL ROUTE F/RE TRUCK TURNAROUND A "NO PARKING" SIGN R-1 STOP SIGN W/ SREET NAME SIGN A TOP STREET LIGHT FIRE LANE MUTCD SIGN R8—,3 (MOD/F/ED) OR/ENT NO PARK/NG SIGN A T 45 DEGREES FROM STREET. NOTE NO PARKING SIGNS TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE) USING BLACK COATED BRACKETS TO MATCH STREET LIGHT POLE COLOR, AT 100' SEPARATION BETWEEN SIGNS. USE DOUBLE ARROW NO PARKING SIGNS AT ALL LOCATIONS EXCEPT ON STOP SIGN OR WHERE INDICATED ON PLANS. NO PARKING SIGN DETAILS NOT TO SCALE 5/S/25 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 T-425501 R-425540 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SIGNA GE. CHANNELIZA T/ON & FIRE DEPARTMENT SITE PLAN 0 O 0 O N v 0 O N N N ODATE: 01111202J FIELDeo PAGE DRAWING NO: C8.01 SHEET: OF: 64 93 CONSTRUCTION RECORD DRA WINGS N T z O >z O 15 60 Q 0 30 90 W SCALE IN FEET U_ 6 I I I I I A NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE ON -SITE ILLUMINATION PLANS FOR PRIVATE LIGHTING, TYP. ►114e»u• EX NEW DESCRIPTION ® HA JUNCTION BOX TYPE 1,2 O ROADWAY LUMINAIRE POLE PEDESTRIAN LUMINAIRE POLE ¢ UTILITY POLE MOUNTED LUMINAIRE �( PRIVATE PEDESTRIAN LUMINAIRE POLE ® PRIVATE PEDESTRIAN LED BOLLARD - - - CONDUIT/CONDUCTOR ® ® ELECTRICAL SERVICE CABINET 0 0 TRANSFORMER O CONSTRUCTION NOTE O LUMINAIRE POLE NUMBER/LETTER AWIRE NOTE SUNSET 8L VD NE MA��'rSEE 5�V 1 CIVIL CONSTRUCTION PERMIT 04/21/23 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 4 CIVIL CONSTRUCTION PERMIT POST —PERMIT REVISION 05/10/24 5 RECORD DRAWINGS 07/01/25 NO. I REVISION I BY I DATE ------- - --- - -------- SURVEYED: SCALE: DESIGNED: AS NOTED GRL/LAB DRAWN: GRL/LAB ONE INCH CHECKED: AT FULL SCALE EMS/TDR IF NOT ONE INCH AP P R APPROVED: SCALE ACCORDINGLY EMS OF \S a SOP R\N� ORpW\NG ON ONG\N� C� 00.00N RECORR�\SQO NPE ��0 �NR p\�Z .0\s cPRENw� �\o� o oN� Aso 0 oEs\cN pR�wOR\CEO �OP\AN SO �Nw ZO vOpN PQQVOP00 S WERE PC 0� �p� P w� \NFpRMP \.00R' W ODES NO p CQ�p PC URp`p`l OR 70� 11 ILLUMINATION CONSTRUCTION NOTES J D CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.1A. FURNISH AND INSTALL NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, ROADWAY AND PEDESTRIAN SCALE LUMINAIRES, AND JUNCTION BOX PER ILLUMINATION POLE �C SCHEDULE, SHEET IL-03, AND PER CITY OF RENTON STD PLANS 117.1, 117.1A, 117.2, 117.3, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 1 16. 1. FURNISH AND INSTALL NEW NEIGHBORHOOD STREET DPEDESTRIAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, AND PER CITY OF RENTON STD PLANS 116.1, 116.2, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. OREMOVE EXISTING UNMETERED SERVICE CABINET AND FOUNDATION APPROXIMATELY 300' WEST OF REDMOND PL NE ON THE SOUTH SIDE OF SUNSET BLVD NE. FILL AND COMPACT VOID. 4)FOUNDATION CONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF RENTON STD PLANS 126.1 & 126.2, SHEET IL-05 & IL-06. SHALL BE ADJACENT TO AND FLUSH WITH SIDEWALK. FURNISH AND INSTALL SERVICE CABINET PER CITY OF RENTON STD PLANS 122.1 & 122.2, SHEET IL-05. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. (INTERCEPT AND EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS WITH EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX WITH CITY APPROVED SPLICE KIT. AO) EXISTING LUMINAIRE POLE TO REMAIN. THE POWER SOURCE IS THE NEW PSE TRANSFORMER INSTALLED AS PART OF THE PROJECT. THE CONTRACTOR SHALL COORDINATE WITH PSE TO CONFIRM A LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. PSE SHALL MAKE FINAL CONNECTION TO THE POWER SOURCE. (CONTRACTOR SHALL COORDINATE WITH PSE TO DISCONNECT POWER TO EXISTING SERVICE CABINET. INTERCEPT AND EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW SERVICE CABINET. COORDINATE WITH PSE FOR MAKING FINAL CONNECTION TO POWER FOR NEW SERVICE CABINET. 10 EXISTING PSE TRANSFORMER TO REMAIN. PROTECT DURING CONSTRUCTION. 11 PULL EXISTING CONDUCTORS THROUGH NEW CONDUIT AND JUNCTION BOX TO NEW SERVICE CABINET. MAINTAIN EXISTING CIRCUITS. SPLICE NEW ILLUMINATION CONDUCTORS WITH EXISTING ILLUMINATION CONDUCTORS IN NEW JUNCTION BOX WITH VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 ILLUMINATION WIRING SCHEDULE 0 RACEWAY CONDUIT SIZE ILLUM. #8 ILLUM. #6 SERVICE #2 INTERCONNECT 1-11/C EQUIP. GRND. PULLWIRE POWER 3/0 NO. 1 2" SCH80 PVC 2 1 2" SCH80 PVC 4 1 2 2" SCH80 PVC SPARE 1 3 2" SCH80 PVC SPARE 1 4 3" SCH80 PVC 3 5 3" SCH80 PVC 4 1 6 2" SCH80 PVC 1 7 2" SCH80 PVC 4 1 2" SCH80 PVC 1 8 2" SCH80 PVC SPARE 1 9 EX 3" SCH80 PVC 3 10 3" SCH80 PVC 3 11 3" SCH80 PVC** 2 2 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUCTORS/CIRCUITS MAY BE PRESENT. 19 TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 pRiA1109%16 CITY OF RENTON Nwav Planning/Building/Public Works Dept. T-425502 07-0�12025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ILLUMINATION PLAN DATE: 07/01/2024 FIELDBOOK: PAGE: L-- 0 2 SHEET:OF: 76 88 X X X X X X 06 rr n T N U NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. T 0 rr I- 2 N T Z 0 0 Z 0 I — z z J U- DocuSign Envelope ID: gUgGODAB-0385-4664-AE66-57OFF18B7D7F PAINT_SP_ECIMATROS, ALL ALUMINUM LUMINAIRE AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED, C7J Qp: RAL 9005TX 'LET BLACK', OR APPROVED EQUAL YITH PAINT CHIP le�s j4' , PRnT1G£ SERIES (CY17T4) LED POST -TOP LuuINAIRE (WATTAGE PER PLANS, 4MOK CCT, 120-27?V uNIVERSAL DRrn. WITH V53AR ICBBEO AGRVNHC LENS) BY CYCLONE (DR APPROVED ECUALI. DRIVER LTR n SHALL BE 1TTEAL Tii]] THE FIXTURE C[1HL'RETE PAD OR SIDEWALK PER STD PLAN 120 FOR STREET irGHT STANDARD DECAL KUM3rRING DETAIL, REFER TO CITY OF RENTON STD PLAN 121 14'-0' FLUTED.SHAPE, 5' DIAMETER, STRAIGHT ALUTAINOV POLE ( (pd15-14 81146-R.A194D5T%-TN4�} BY CYCLONE (OR APPROVED EQUAL) IISTALL GROUT AND PRDVM 1/2' 1HA DRAIN TUB{ 17HROUGH GROUT. LOCATE DRAIN TUBE WITH SURFACE DOWNWARD SLOPE DIRECTION 1` THICK BASE PLATE (41 1 1/4• DIA, v 1519 LL• SLOTTED HOLES a = 2° cT'�P) BASE PLATE DETAIL ?4'8 - #5 BARS, 2' CONDUIT UIIE EVENLY STATED OTHERWISE CH PENIS CENTER CONDUIT {r IN FOUNDATION BOLT CIRCLE (DIA PER ANCHOR R70LT BASE PLATE DETAIL, THIS SHEET) f4 HOOPS 0 12- FOUNDATION SECTION 2' CDNLIURT UNLESS GROUND POLE TO STATE OtHERMRSE ON FOUNDATION PER PLANS STO PLAN 119 .2'--(' MIN CONDUIT COVER T, d` EXTEND COHDUrT 5' MUJ BEYOND y, :1- F"DATON OR CONTROLLED � x DENSITY SAW11A. 14 HOOP'" a 12, eL B - ►5 BARS. q EVENLY SPACED 1/2_ oI a I I —=-I VDIJNDATION DETAIL 1 1/8' OIA ROLE 3/8' THICK STEEL PLATE 'r-1,-- BOLT {DIA PER BASEASE PLATE ] 5 nANu1 AA t ^ DETAIL THIS SHEET) L2 BA$L META}, DEcr>RAnLE ALSTMHrNuu cLvesHELL ANCHOR BOLT TEMPLATE DETAIL BASE COVER BD46 BY CYCLONE (OR APPROVED EQUAL) TOP OF FOunDATON SEE POLE SIRE ANCHM 13CLT, 4 TOTAL. 1' IAA, STFk1 DETAIL. TYIS F1554 OR GRADE 55 (TYP) SHEET 1' HEY NUTS, STEEL (6 REO'D PER II3' DIkuETER ANCHOR BOLT), AND Aye FLAT WlAsHER5, STEEL (6 REVD PER ANCHOR BOL-0 ANCHOR BOLT AnFMBLY DETAIL Jj FOR FOIJNDATODN DETAILS, SEE THIS WIT TOUNDATION NOTES EDGE OF FWNDABON SHALL BE LOCATED SONATUHf SHAH NOT HE ALLOWED A' LEAST 5' TROD CrTY UTILTIES UNLESS 2. ALL FOUHDATRON HARDWARE SHALL BE HOT -DIPPED GALVANIZED IN -RAISE APPROVED BY THE CITY ADOORDANCE NTH THE LATE.Sr WSOOT STARDAAD $PEaFICANON SECTION POLE ELEVATION 9-29.5(5) FOUNDATION HAROWARE FOUNDATION DETAILS NEIGHBORHOOD STREET STD p _ 118.1 PUBLIC WORKS ` PEDESTRIAN LUMINAIRE ,14Y I APPROVED: DEPARTMENT FIXTURE AND POLE DETAILS 7/27/2022 MITE DocuSign Envelope ID: 9D9BUDAB-0385-4664-AE66-57BFF1561DIF PAL DIRECT ACCESS 7-0" = TO 1HE SCREWS {LUMINAIRE ARIA PORE LENGTH) _ InCC (LI MINAIRE ARM LENGTH] BRACKET HOLE 45' R 38 LEAtIs 2" TANGENT U 2. THIS SIDE4 WREW+AY 5/9' ROADWAY SCALE v w L w A4' PEDESTRIAN SCALE = 4' O[7 HOLE TOE VIEW i c� fl ILIAINGIGF G9LN FNr'T1a1 TERMINAL Vp3RE ARM UNGT 2" TANGENT 13.5" 6'-C (LUMINAIRE ARMS LENGTH) LrY 18' R I 22" 4' CID HOLE r i I (LUMINAIRE ARM LENGTH) 4- OD HOLE OLOi;}t CONNECTOR 1 1 g- 11A X OPENING GFOR WREWAY ALUMINUM FIN WELDED TO ARIA AND POLE CLAMP Tr 1L 1MMI1NAL BLOCK HOUSINC DETAIL WIREWAY MALL BE MINIMUM 1" ID, AND MAXIMUM 1 1/2" CID, TYPICAL FOR ALL ARMS ROUND CAP N ALUMINUM SVROUD r PIGTAIL FROM (BY MANUFACTURER) FIXTURE TO BLOCK MANUFACTURER SHALL BE PROVIDED SHALL SHALL WELD SHRMD BY L+ANUFnCTURER ALL THE WAY AROUND FDR TERMINALBLOCK DETAIL, SEE THIS SHEET LUMINAIRE ARM— CLAMP -ON TO h LUMINAIRE LUMINAIRE M14DUCTORS,SEE a .4} DOME STYLE LED LUMfINAWE (WATTAGE PER PLAN5, PLANS1119 TYPE 3 IES DISTRIBUTION, 4000K CCT, 120-277V J UNIVERSAL DRIVER (750mA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SOALL 8L INTEGRAL TO TH£ HXTURE LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET NOtE5; DETAILS L STD PLAN 117.1/117.1A ROADWAY SCALE LUMINAIRE ARM LENGTH SHALL BE 10' OR LESS 2, STD PLAN 117,1/117,1A PEDESTRIAN SCALE LUMINAIRE ARM LENGTH SHALL 9E 4' OR LESS 3. STO PLAN 117.2 LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS FOR ARTERIAL LOCA-DONS, AND 2' FOR DOWNTOWN LDCAPONS 4- TYPE III TRAFFIC SIGNAL POLE LUMINAIRE ARM LENGTH SHALL BE 12' OR LESS 5, POLE AND 13RACKET CABLE SHALL BE 10 AWG WITH O.D. LESS THAN 0,5 INCHES Y LUMINAIRE AND MOUNTING KID. pLA1 +I + PUBLIC WORTHS BRACKET DETAIL .A:g�oVED: DEPARTMENT Martin Pastuona N� DocuSign Envelope ID:9DUBODAB-0355-4664-AE66-578FF1561D7F LUMINAIRE COMPONENTS HEAD MODULE: ROUND SHAPE, A HEAVY SPUN ALUMINUM HOOD, WITH AN ALUMINUM DECORATIVE CUPOLA AND CAST ALUMINUM FINIAL, TOPS AN INJECTION -MOLDED CLEAR ACRYLIC RIBBED (VS3AR) VESSEL UV POLYMER RESISTANT. THE VESSEL IS MECHANICALLY ASSEMBLED WITH AN ALUMINUV DIE --CAST RING ON THE LOCKING SYSTEM, OPENING SYSTEM: A QUARTER -TURN LOCKING MEC}1ANISM WITH CONSISTENT PRESSURE POINTS- ALLOWS A TOOL -FREE ACCESS INSIDE THE LUMINAIRE, TO THE LEDS AND DRIVER. MADE WITH CAST ALUMINUM PARTS AND SEALED W17H A GASKET COMPRESSION SYSTEM, THE LUMINIARE DEFERS AN IP66 WEATHERPROOF PROTECTION, CONE MODULE: A SPUN ALUMINUM BALLAST HOUSING WITH STAINLESS STEEL CAPTIVE RETAINING LATCHES, CERTIFICATION, MAINTENANCE AND LUMINAIRE CODIFICATION STICKERS ARE LOCATED ON THE CONE. FITTER MODULE: CAST ALUMINUM ALLOY 356 FITTER COMPLETE WITH FOUR (4) ARMS AND ONE DECORATIVE RING. SECURED ON POLE WITH 3 SET HEAD NOODLE SCREDS 5/16-15 UNC, SLIP -FITS ON A 4" OD BY 3" LDNG TENON, OPTICALIELECTRICAL COMPONENTS opnc MODULE TWISr-LOCKLa "INC, 5TSTEM IQ DRIVER MODULE CJ ❑ LED BOARD: WATTAGE PER PLANS. 4000K (WHITE), SUPER HIGH FLUX OUTPUT AND HIGH LUMINANCE, DESIGN FOR HIGH CURRENT OPERATION. FAST TOOL -FREE MAINTENANCE THAT ALLOWS INDIVIDUAL REPLACEMENT OF A DEFECTIVE LED BY PULLING GLUT THE PROPER UNIT. OPTIC: IES TYPE II (21L), III (3L), V (5L). THE OPTIC'S REFLECTOR 15 MADE OF PRE -ANODIZED ALUMINUM REFLECTING STREETS (86% 41N. REFLEC110N), SEGMENTED IN MULTIPLE FACETS AND VENTILATED BY MULTIPLE PERFORATION ANQ BY HEAT SINK RADIATOR TO KEEP THE LAMPS TEMPERATURE DOWN AND INCREASE THEIR LONGEVITY. THE ORIENTATION OF EACH FACET HAS BEEN METICULOUSLY CALCULATED TO OPTIMIZE THE LIGHT DISTRIBUTION FOR EACH APPLICATION. DRIVER MODULE. WITH DRIVER, PRIMARY VOLTAGE 120 TO 277 VOLTS- 60 H7, ASSEMBLED ON A TO0L-FREE REMOVABLE STAINLESS STEEL TRAY WTH QUICK -DISCONNECT CONNECTORS. HIGH POWER FACTOR OF 907, MINIMUM STARTING TEMPERATURE -40"F. GENERAUOF i IONS VORING/HARDWARE: TYPE TEW 14-7. 12' MINIMUM EXCEEDING FROM LUMINAIRE. ALL ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE WITH QUICK -DISCONNECT CONNECTERS- ALL EXPOSED HARDWARE IS STAINLESS STEEL EPDM AND/OR SILICON GASKUNG ARE APPLIED. INIRE NUTS SHALL NOT BE ALLOWED. TTER MODULE LE COLOR: RAL9005TK (JET BLACK) FINISH_ TEXTURED.. APPLICATION OF A POLYESTER POWDER COAT OF PAINT. (5 MILS/127 MICRONS), THE FINISH MEETS THE ASTM G7, B117 AND D1654 REQUIREMENTS RELATIVE TO SALT SPRAY AND HUDMID17Y RESISTANCE, s - NEIGHBORHOOD STREETS PLAN_ 11$-2 I+ PUBLIC WORKS PEDESTRIAN LUMINAIRE FIXTURE APPROVED: DEPARTMENT DETAILS r '"" 7/27/2022 mwark Pa5lucga DATE LIQcuSign Envelope ID' 9V9BDDAB-o385-4664-AE66-670FF156ID7F ROUNA POLE CAP ALUMINIUM SHROUD (BY MANUFACTURER) COME STYLE LID LULdMAIRE {WATTAGE PER PLANS, TYPE 3 IES l•ULIINAIRE ARM LENGTH DISTREUTIQN, 40OOK CCT. 120-277Y UNIVERSAL PRIVETI (75GrnA OR PER PLANS 11Y ;JAX LOWER}, W11H FLAT mA55 LELI9) BY paw (DR APPROVED EQUAL) pAINr SPECTIOII� ALL LUMINAIRE, POLE, CAST A.UMINuM BASE PARTS, AND ANY ADDITIONAL EOUIPW141 MOUNTED ON TLE POLE SHALL W FACTORY PRIMED AND Pow" coATEO TO MATCH FINISH COLOR. ALL HANDING AND AkL OTHER MOUNTING HARDWARE 9t U LATCH FINISH 901.09. MMLQAQL RAL 90GST% ",ET BLACK", OR APPROVED EWAL W W PAINT CHIP. DEFOA11YL,jUMINAIRE PjjEHDTES (D ROUND TUBULAR 5EinON (NO TAPER) DOME STYLE LEO LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES DISTRIBUTION, 4000K CCT. 125-277V S UNIVERSAL DRIVER (75OmA OR LOWt:R), OATH FLAT ,LASS LENS) BY CYaOME (CP APPRDVM EQUAL) a MYER SHALL BE INTEGRAL TO THE rrxwK. FOR MOUNTING A% DETAl13 s SEE STD PLAN 1i7.3. HIRING PER o STD PLAN 119, 4`"O" b LUMINAIRE Mu 1 a Y it n PL-I FOR STREET LIM STANDARD DECAL NUMBERING DETAIL REFER TO CITY OF RENTON STD PLAN 121 FL a SHAFT FAMATM FROM 660-T4 o AWWRNULL, HEAT TREATFA TO TB CMUM AFTER WILING. 10' 0.1 x 01W WALL AT fg BOTTOM 9F POLE STHAFT, 9.375' OD AT 2T $ UP Mom BUTT OF ML TAPERED BETWEEN F LUMniAIRE COWIECTIQNS ti QR1VER SHALL BE RNTEHCRAL TD THE FlRTLRE FOR MOUNTINC AN DETAILS SEE SSD PLAN 117-3, WIRING PER STD PLAN 119. (6) 1.35. M x 2' LGNG SLATTED HOLES WITH 111C 01k C HEX P7 14' HEAD CONNECTING BgXTS AHD HSFTS A3y STEEL, pr� 'a v THIM ASE PLAjr 15"a BOLT C&01 POLE _QAA$E 9TE DETAIL FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN 117.1A FOUNDATION, AND ANCHOR BOLT DETAILS PER STANDARD PLAN I1T.1A 2 n� 'a DECORATIVE BASE COVER PER + DETAIL, IMMS SHEET 4` X 8' REINFORCED ALUMINUTA HANDHO.E $ OPENING WITH 5/I5'-1B FaE FORA GROUND CgNNECTM AND FLUSH FITTING CAST ALUMINUM AND" SASE. ALUWNUu DOOR W/ CASKE1 INSTALL ANCHOR GMT CCNERS C (PRORDED BY PALE MANUFACMER) �e HIGGIH SOEWAtx ' OR PLANTER STRIP ROADWAY tZNCRETE FA4/SIDEWALK PER SILL PLAN 120-,-"IF SUYIFACE 15 NOT tiVT].. IN51ALt GROUT AT BASE OF POLE ANQ FOIUNDATICN PER 37LCMRAL ANAM6 BA5E ODLER, PROVIDE 1/(2' INA DRAIN TWE THIRCLlUi GROUT POLE ELEVATION PUBLIC WORKS A DEPARTMENT .. _ ,. N '1 HISS p'Itt 27D' • DECORATrVE ROAMWAT LH1uRLABREs ARE MOUNTED AT a ■ DECORATIVE PEDESTRIAN LUMINAIRES ARE: UMNItO AT 19O' . HANDHOLES ARE MOUNTED AT IM ORIENTATION LOCATION 9W DCTAGONAL SPLIT P� � CAST IRON SASE WITH 3EMOVABLf ACCESS DOW 2!' DECORATIVE BASE COVER ARTERIAL STREET DECORATIVE LUiNINAIRE POLE DETAILS 117.3 1 CIVIL CONSTRUCTION PERMIT 04/21/23 SURVEYED: SCALE: VERTICAL: NAVD 1988 7/27/2022 1 5:4 2 CIVIL CONSTRUCTION PERMIT RESUBMI17AL 07/21/23 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: DATE 3 CIVIL CONSTRUCTION PERMIT RESUBMI17AL 09/08/23 GRL/LAB 4 CIVIL CONSTRUCTION PERMIT POST -PERMIT REVISION 05/10/24 DRAwN. GRL LAB /I ONE INCH DATA M 5 RECORD DRAWINGS 07/01/25 CHECKED: EMS/TOR AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY EMS -DocuSign Envelope ID:909BODA5-03B5-46SA-AE66-57BFF1561D-fF DIRECTION Mf MAL NOTES: r'MP xeLwri"iivr WEE OF ALi LUMINMRF, POLE, C751 ALUL4NUM CURB AND TRAFFIC STREET OF I. DC%TO.Wk DECCRATIVE PEAESTRIAN LUMINAIRES. H;URB AND TRAFFIC SHALL. BE E01IPPED EQURPTTENT ITASE PARTS, AK ANY ADDITIONAL SIDEWALk NTH ALL 58)EWRLK SHOWN 8N 'HIS SHEET EQLBPMENT 400TEO ON 111€ POE =� N� 2, ARTERIAL DECORATIVE PEDESTFO A14 LUMINAtES $HALL BE FACTORY PRIMED AND POiKXR R � R �� SHALL NOT COUF EQUIPPED WITH 9ANNERS.AND COATED TO MATN FINISH CiAOR. � FLOWER RABBET ARILS/BASKETS 11 LOCATION ARiERrA1 LQCAT7DN 3, ORIENIATION OF EOLAPMENT FOR DOWNTOWN All $AWNG AND ALI. OTFTM LIDUNAN6 DOLNTQ LOCATIONS AND ARTERIAL LOCAt10NS Ali ALL BE HARDWARE SHALL KATCH FINISH CO64R, MENTATICIR NQTB - - ARTEIRI PER ORIENTATION LOCATION IYcTALL THIS SET r DECORAnvE PEDESTRIAN LUMINAIRES MOUNTED ■ DECCRATIVE PEDESTRAN LUNINAIRES FINr5n COLOR: PAL 9005TX ",ET BLACK', AT 0', UNLESS OTHERWISE NOTED ON PLANS MOUNTED AT 19D', UNLESS DTW"SE OR APPROVED EQUAL WITH PAINT 'HP, ■ HAINOHCLES IAOUnTED AT 180, NOTED ON PIAJRS ■ RECEPTACLE MOUNTED AT 10' ■ HAN DHOLES NOINTED AT 0' Of-MATIVE LUNINNRE POLE NOIT5 ■ CARFLEX COXQUIT AND LRMGAMCN HiCLE , RECEPTACLE UOLNNTED AT 0' 2'-� LWA7ED AT O' ■ CD SUPPORT CARFLEX ODNQIAT AND IRIaCATiON-HOLE R - 05 BATES, ROUND TUBULAR SECTION ■ PLAN7 BRAC" IIQuRTED AT 9LT LOCATED Al 159, EVETLLY SPACED ,. {NO TAPER] k _79 [UNLESS QhIERVASE NOTED ON PLANS] OIIE r (7]F[IUIt, HNEE55 ■ BANNER MOUNTED AT 1BD' STATED OTHERWSE ON THE CENTER OlgEkr4lWLYi.LQOATON.OETAIt PLANS STU80UT 1' FROM] CONDUIT DOME STYLE LED LULIINNRE (WATTRCE PER PLAIJS, ETGE 4F CONCRETE . IN TYPE 3 IES DISTRIBUTION. 4DOOK cDT, 120-277V 4' ALUMINUM PgLF TOP CAP PATH F9UNDATION AND CONNECT FOUNDATk7N UNIVERSAL DRIVER (750rrvA OR LOWER), VATH FLAT (3) SET SCREWS AT 120' APART TO CITY IUNCTIGH Box PER GLASS LE45) BY CYCLONE (OR APPIROYEO EO]AL) $To FILM ill 14 H0CP5 NY 12' LJRLVER 5HALL BE rNTECRAL TO THE HIETURE. FOR � A#epR as MOUNTING Ak14 DETAILS SEE STO, Ii-AN 117.3. MIRING PER STD PLAN 119. 1i FONINDATIDN aCTICNJ a 4" D.D. CONDUIT, SEE FOLWATION TTOO F"DAA N SECTiQN, TIRES SHEET PER STD PLAN � TOE` OF CONCRETE 119 PRD ]SIDE WALK T8� I n DOWNTOWN IACATIM ONLY. (2) DECORATM BANNER }HI?AG" 1MTH PRLSSHRE RELEASE '--'j SPRINGS WITH MOTECTIVE RUMER COATING DoxNlawa LOCATIONS ONL'f. 1 f2 DIA, HOLES FOR BANNER. XCURE TOP BANNER BRACKET mTH TNW,VCH VOLTS ANID 31AM TO LEVEL PER RANUFACTUREP.'S 1NST ---- � b U DOWNTOWN LOCAAQFJ5 ONLY. p' x 4• DECDRR7OAR BANNER STREET LIGHT STMDARD DECAL NHIEERINt, PER STD PLAN 121 - i EXTERNAL FESrVN CA53mr, WtH LDCkA6LE DIE CAST FrEMA 3R LOCXINC. PAINTABLE, WEATHERPROOF, DQWNTQWN LAGA1SpNS ONLY. 2' DECORATIVE BANNER ARM MTN FINIAL � v � a I N-USE.COYER, u4DEL wp:E)TOKC BY INTERkATIC (OR APPROVED EMAL) MOUNTED TO vu RECfPTROLE PA - - - 6 #4 HOOPS A 8 - 05 BARS. EVENLY—"'� E TO MATCH PONE r , 5' REINFDRcm ALEImwum DRIP SPAOE[N 2.1 • CUR ACCESS HANDHOLE GPEMNIG AND i a DOM TOWN LOCATIONS ONLY. FLUSH FITTING ALUWHUM DOM W l"4 SECURE BOTTOM BANNER CAWT LDCATE9 Al 190' mAcKrr Mli 3 AOA15TA8lE STAN1E55 WNTOMTL LOCATIONS ONLY. FFee a STEEL BANDS AND SNIk TO OECCRATiVE FLOWER BASiSET AND LVEL PER MAFRIFRCTAIRER'5 ARkS PER STD PLAN L17,• ' - INWVCT10NS � i I" DIA, IRRIGATION- TAPERED POLE SHAFT FABRICAIED FROM 8063-T4 FCONDATION DETAIL TUBING {HOLE ALUUINLM TUBE (POLE PLATE I A'SE)kBLY HEAT TREATED TO 3/11' STEEL TS CONDITION AFTER WELDING) 3• 1-1/8' DIA HOLE (TYP1 i AS1A1 356. SIP11T CAST ALWNINUM BASE. 7-0` O.D. r .250' WAIL BOLT GIRDLE PER STD TALL. 1MTH 4' Y B" YOP Elf RASE A.^.iYP11NG B' PLAN 117,4 a RFL10VA9LE ACCESS DOMSTRAIGHT ROUND POLE r SEE STD PLAN T17,4 FOR SECTION. M-TP41 RURSB R A.N19LL1Hr SOLI TEMPLATE DETAIL ADDITIONAL DETAILS CASKET AT TOP OF BASE o 37 ■ 5r W_*ORCED ALUMINUM 1 5' IAIN- HANDiNDLE OPENING ON POLE MTH TTTP OF FOUNOAi{ON TD 3.5' MAX FRCM 3X-I9 HOLE FOR A GROUND FACE OF CURB TO CONNECTOR AND FLU$H ITTTING ANCHOR R%T IWPLATE. TOTAL AWMINig DDDR WITH GASKET SEE MCTHOR BDLT TEMPLATE FACE OF SASE DETAIL Tan$ SHEET (TVP) FABRICATED ALUMINUM @A.SE PLATE ASSEMBLY ANOIOR $CL1. A TOTAL 1' D1A,—� PIER STO PLAN 117,E 0 STEEL 51554 OR GRADE 55 (TYP) TUP OF SC"ALX OR '� I- NEX NUTS %5 REDO PER A."OR N CONCRETE PAD ri BOLT), AND FLAT WASNERS (f+ REQ'O ,3 PER ANCHOR BOLT) I FACE OF CURB • ,- • ' ANL HOR 90LT A55E1ABLY. DErAIL CONCRETE PAD OR SIDEWALK FOUNDAT:CN NOTES PER SID PLAN 1213 1. SCNOTLME9 SHALL NOT FIE ALLOWED E SILMACE IS NOT LEVEL INSTALL FOLRLQAIIUN, SEE THIS STREET EDGE OF 2. ALL FDUNDAT101 HARDWARE SHALL 8E HOT -DIPPED GALVANIZED IN GRWF RT BASE OF POLE AND RASE FOUNDATION SHALL BE LOCATED AY ACCbRDANCE 111TH 711E LATEST WISOOT STAKDARO SPECIFICATION COVER. PTn wE 1/4 DIA PRAM tUK LEAST 5• FROM CITY UTILITT5 SECTION a-74.5(5) FOuNOATIOFI HATrrWARE THROU(* GROUT- POLE ELEWA7IQN CTT�RWIS€ APRRRIVEO R3Y THHEE CITY ITY FOU"DATIQN DNLTAILA ARTERIAL & DOWNTOWN STREET STIR, PLAN — 117.1 STD. PLAN - l i7.2 .PROVED: PUBR idC WORKS DECORATIVE PEDESTRIAN APPROVED: MarHJnPaswcha 7/27/2022. 1 5E.� DEPARTMENT LUMINAIRE POLE DETAILS IAa1nP>ehAcha 7/27/2022 - DATE 1V UhIE TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF IWO RENTON • Planning/Building/Public Works Dept. '�(�` `W�►_ 0 .DON ZO E� �R� g0\\� l \S CON EpPREO0 \ 00 SOR�Cl ESE ;�S\GN \.O CPO F\�S� ��NWICP�\DNS NOR �Wp yER\F\E�\\S Q�EO �0 �NZ 2�• CIS �0 �p Q�C�� �wERE QRDpN,f 21,W \NFORMA� PP OCp.00NS S NOCQR��N0 O �RSN NNW �OAO� OR COROC�OEO g`l PCC�F� Q T-425504 0� of o s IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ILLUMINATION DETAILS DATE: 07/01/2024 FIELDBOOK: PAGE: DRAWING NO: -04 SHEET:OF: 78 QQ NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. T 0 rr I- 2 N T z �0 V J z 0 I— DocuSign Envalepe ID' 9MBODAB-0385- 664-AE66-57BFFZ56ID7F v,�CKET CABIN, PTO AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK DISCONNECT 3 AMP IN LINE FUSE KITS S.E.C. OR EQUAL, ONE PER CURRENT CARRYING REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE LID STANDARD DUTY AND RECEPTACLE WIRING JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40,10 SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS CONCRETE PAD OR SIDEWALK PER STD PLAN 120 24'(CITE`!) COVER #8 BARE COPPER GROUND WIRE GROUND LUG TO LUIVIINAIRE /TO RECEPTACLE —120VAC RECEPTACLE WIRING, IF APPLICABLE. WIRING 512E PER CONTRACT TO LUMINAIRE GREEN INSULATED WIRE, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTOR. TERMINATE AT LUMINAIRE ,,.GROUND LUG Wil, WFER II GROUND, - GROUND II II NON -INSULATED #4 AWG CLAMP II II STRANDED COPPER, II PROVIDE 3' MIN. SLACK. 1 -EQUIPMENT GROUND PVC CONDUIT II II ROUTE FROM GROUNDING LL_ A LUG TO WIRE W/GREEN INSULATION REBAR t;ONNEDCTION O FROM SERVICE CABINET, REBAR USING AN AC09N SEE NOTE 2, THHIS SHEET CLAMP 2 - LIGHTING SYSTEM 5/8'xl3 COPPER CLAD WIRES TO CONTACTORGROUND RIND CONCRETE FOUNDATION (SIZED AS REQ'D.) 2 - 120YAC RECEPTACLE SYSTEM WIRES TO SERVICE CABINET, IF APPLICABLE (SIZED AS REQ'D.) NOTES: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDIi ONAL ELECTRICAL EQUIPMENT MAY VARY, 2. MINIMUM GROUND WIRE SIZE SHALL BE A 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. 1 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, STIED 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 WIRING SYSTEM DocuSign Envelapa ID: 91)9130DA"385-4664-AE66-57BFF1561D7F -CONDUIT ENTRANCE AREA, SEE NOTE 13, STD PLAN 1216.2 0.0 • SEE STD PLAN 126-2 FOR ADDITIONAL NOTES e PLAN VIEW SIZE TO FIT SIZE TO FIT 6 CABINET li 1 -UPI olp t --GRADE LEVEL FRONT VAE SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION SEE STD PLAN 126.2 FOR ADDITIONAL NOTES SHIM TO PLUMB SEE NOTE 3 o 4 HOOPS ,0111 4 BAR E�AC-I CORNER Al y MEN 1 T4 2" 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH V-6" + 2 1'-6" — — — — — #4 BAR EACH a CORNER 44I HOOPS Q ! III PLAN VIEW CONDUIT ENTRANCE AREA, SEE NOTE 5, STD PLAN 126,2 CONTROLLER CABINET FOUNDATION Dacu5ign Envelgn ID:9D960DAB-0355.4664-AE66-57BFF1561D7F —SHALL COI" SHROUD BY OTWERS. $1ROL16 SHALL BE SECIRELY FASTENED 70 THE TOP OF PULE WA b AM STEEL P TNT ECiFiaTlpliS- NUT$ AND BOLTS, NOUNTING DETAILS PER PALE tea- 1 V ftaCx Ll1tllkAER#, POLEr CAST ALUMINUM 11�- 1/LmNAIRE WANUFACTIAiEft OT}{ERWISE PROW[ POLE CAP '•m BASE Plr<1E BASE PARTS, AND ANY ADDITIONAL f��'7 ALVMIRUU SHM EQUIPMENT ROUNTED 4N THE POIX (BY MANUFACTURER) �-e- S1+ALL BE FACTORY PMKD AND POWDER15'E B0.t CIRCLE COATED TO WATCH FINISH CixOR, DOME SME LED iUMINAIRE (WATFAGE M 1g) I-W DIA_ HOLES WITH 1 1/4' • PLANS, TYPE 3 TES DITNIBUTION, 49CGR OCT. DIA, 4" HEM MEAD CONNECt1NG ALL BMU NG AND ALL OTHER MOUNTING o -,� 12�277V UNIVERSAL DRIVER C?5 A ER BOLTS AND NUTS F RDWARt SiAti MAlUl FINIS# COLOR. .,d' LNMY WTH FLAT GLASS LENS) BY CYMONE (OR APPROVED EQUAL) DRIVER SHALL BE POLE BASE PLATE DETAIL EINLSH [9LOR:RAL 9005Tx '1T BLAO(' INTEGRAL TO THE FIMTVRE- IM uOUNTINC ARM 9-0. GR APPROVED {DUAL MATH PAINT CHIP DETAILS SEE STD RAN 117,3. WIRING PER SID PLAN 119. DECORATIVE LUMINAIRE PLXE N0�5 v ONE 2' CONDL111, UNLESS STATED --� OT+ER`MSE ON THE PLANS. MUBOUT 1' T ROUND TUBULAR SECTION '� Tim EDGE CDMCREt GIICNA8ax (NO TAPER) AND cimlfcf TO my xpI 27 14' PER STD PLAN 119_�g Ova 7' CONDUIT, STUBOUT Y FROM OF E FOU CC f3 OF POLE SPkCE FOR TO NM GE pNABOYI, ARRIfO pfNIENTED AT 9L UR TYPE t OR TYPE Z JUKT10N BOX 70� FOR LE7IGTH OF POLE FOUNDATION SECTION GROUND PULE TO FOUNDAMON CONDM-% SEE FODNOA1110 SECTION. PER M PLAN 119 18TYD' S2 0.--, TIa5 SET o ANG+�f BOLTS,51£ RNOTOR BOLT }� o ASSEWLT DETAIL, THOS ISMY TOP OF CORCRETE PADISMWALIL 2/3 OF POLE SPACE FOR 3TY/tFAUTY POLE CHAMBER DETAIL - ' DONE STYLE LED LUMIN NRE (WATTAGE PER PLANS, TYPE 3 ES DISTROUTICN, 4WDK OCT. 120-277V UNIVERSAL WrVER (750m4 OR LOVYER). WTH FLAT GLASS LENS) BY C7%0NE (OR APPRDVM EQUAQ DRIVER SHALL BE INTEGRAL TO THE FIXTURE FOR MOUNTING ARM DETAILS SEE STD PLAN 117.1 WRING PER STD PLAN 119. 4•-D' TER STREET uOiT STANDARD DECAL NUNBERTNG DETAIL REFER TO CITY OF RERICN STD PLAN 1.21 A595 GR. A. 551451. TAPERLD STEEL POLE SHAFT, 35.75' LONG, O-MS' THID. 1983' BOTTOM AT)., 5,80- r0P O-D. x (2) SrEEL 4' x ID' RAND HDLE WTH CQWR rgt0 WT HOLDER *rH FASTENERS FCR GROUNDING ALUwNuM BASE COVER, SEE �C I R u] REBAR PER SiRUCTIRAL ANALYSIS Ja INS = x w � F� c a a 8 180'Ic -O' �I I 2m FOUNDATION DETAIL ■ ULULNATIVE ROADWAY LUMINAIRES I-W DLA_ HOLE (TYp) ARE WONTED AT W ■ DECCRA11YE PEDESTRIAN LUMINAIRES r1- IMICK STEEL kkrf ARE MOURZO AT IW If• • HANWME5 ARE MD ITMD At 15T J/ BOLT CIRCLE PER POLE BASE PLATE ORIENTATION LOCATION DETAIL THIS SHEET STANDARD DETAIL 117.1E � -B HGH SIDEVYALN 1 OR PLATITER STRIP r ma"AY CCNUT E PA0/5@EW&K PER ST➢ R_AH IIF 5URFACE IS NOT LINEL, INVALL ObUT Al SEE FOUNDATION DETAIL, THIS SHEET EPEE OF BASE OF POLE AND BASE COVER. PROVIDE I/;r F-cuNDATuN OWL BE LOCATED AT LEAV 5' DIA DRAIN TUBE THROUGH GROUT AWAY FROM 01-Y UTl1TIES UNLESS OTHERW5E APPROVED BY 1HE C"'• tires-�. PUBLIC WORKS DEPARTMENT z t7 � 3:24 90 �� m m W ANCHOR-BOLIPLATE DETAIL IV Or FOUNDATION ANCHOR BOLT TEMPLATE (TYP) :9 414=1? BELT. 4 10TAL. 1 V I CIA„ STEEL f1554 OR CRADE 55 I X HEM NUTS (6 REOTD PER a ANWOR SCLT), AND a FLAT WASHERS (5 REn PER ANCHOR BOLT] ANCHOR BOLT ASSEMBLY DETAIL FOUNDATION NOTES. 1, 90HETUWS SHALL NOT BE ALLOWED 2- ALL FOUNDATION HARDWARE SKA1! BE MDT -DIPPED 0AL4ANI7m IN ACCORDANCE WITH THE LATEST WZQT STANDARD SPECIFICATICM SECTTOR 9-29,B(5) FOUNDATION HARDWARE ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE POLE DETAILS LABEL THE STREET FACING SIDE OF THE CABINET WITH ADDRESS NUMBER {WIO STREET NAME) USING AN ENGRAVED PHENOLIC NAMEPLATE WITH 2" HIGH BLACK LETTERING ON WHITE BACKGROUND. ATTACH NAMEPLATE WITH ADHESIVE METER BASE MIN CONTROL LAG GROUND FAULT RECEPT THE METER DOOR SHALL BE REMOVABLE - UNLESS SPECIFIED IN THE PLANS, THE METER DOOR HINGE SHALL BE LOCATED ON LEFT SIDE OF THE CABINET WIRING SCHEMATIC 120/24OV, SINGLE PHASE, 3 WIRE PHOTO CELL INSTALL DECAL NUMBERS/LETTERS VERTICALLY DECAL NUMBERS/LETTERS, SEE NUMBERING UMPLE, THIS. SHEET. SHALL BE IN5TALLM 11+ DRY WEATHER, 50' F 00 ABOVE 0 G 66 S � NUMBERING EX(AAILE z N G N NIOIINTT1119 RT�0Ei11! �a. �—PEDESTRIAN SCALE CURS DECAL TRAFFIC DECAL OPaWATTOH FORPOLES SHOWN ON 9M PLM lilt a• PEDESTRIAN SCALE DECAL Tcwu PEDESTRIAN SCALE DECAL TFIAFFIC Till RAFFIC fLflWFLOW 1ONEIRA1I01'I IY4R Fi7LEs SIIGIUM ON $111lLAR 117s TRAFFIC FLOW O[C�1L ORENTAIDON FOR POLES SHOTMN ON M PLAN 1171 A 117,1A I N I ROADWAY SCARF DECK. PEDESTRIAN SCALE OEM DECAL NDTES,- I. DECALS SHALL BE REFLECTORI7EU, GOTHIC FONT, GOLD OR WHITE LEGEND ON BLACK BACKGROUND SCALE CALE DQcuS,grr Envelope ID, FR9FD43ff-81)22-4654-ABD3-E550AA1F59S9 R'4}M14)NEN 1 4R.FIL.1I1 L!. I METERHASL 200 AMP.4 JAW, MANUAL BYPASS. B-LINE U264 W/ 5tF1 JAW AT qM0 POSITION PANELBOARD: 1201240 VAC, 125 AMP COPPER BUS, I PHASE, 3 WIRE, 18 CKT. 1 OK A€C MAIN BREAKER: 200 AMP FRAME, 200 AMP TRIP, 2 POLE, EATON ED2200 BOLT -ON BRANCH BREAKERS, EATON TYPE BAB: 2 - 20/2 ILLUMINATION A. B 1 -20/1 ITS 1 - 20/1 6ROUND FAULT RECEPTACLE 1 -40/1 SIGNAL (IF PRESENT) I -40/1 AUX]LLIARY SIGNAL (IF PRESENT) 2 - 50I2 SMALL CFLL Hf ANCH 1 - 1511 CONTROL 3 - 2011 SPARE CONTACTOR: iN1EMA IAGHTING RATED, 30 AMP 4 PULE, 120 VAC C011.. SQD 89 1 ODPA34VO2 - I REQUIRED PHOTO ELECTRIC CELL: 18()G WATT, 124) VAC, TWIST LOCK, ALR #SST-IES-UL MOUNTED INSIDE (:ABINET BEHIND W1REQLASS WINDOW PHOTO -CELL BYPASS SWITCH: SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK} 0 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"ANULE, 2 SCREENED AND UASI ETED VENTS, R-EMOVABLE EQUIPMENT MOUNTING PAN, CABINET GROUND WITH MINIMUM BONDING WIRE TO NEUTRAL DOORS: HEAVY-DUTY CONCEALED HINGES (LIFT-OFF TYFE),STAI7SLE55 STEEL VAULT fI.ANDLFS WITII ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLCISFD CELL NEOPRFNF GASKET, "BEST' LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLIER, PADLOCKABLE UPPER METERDOOR WITH POLISHED SAFETY GLASS WINDOW DEADFRONT: IIINGED AND SECURED WITII QUARTER -TURN FASTENERS FINISH: MILL FINISH ALUMINUM i - REOUIRED UL LISTED PER STANDARD #508A "SUITABLE FOR tiSE AS SERVICE ENTRANCE" NOTE: 1. SIGNAL BREAKERS} SHALL BE ADDED WHEN APPLICABLE STD. PLAN - 117.1 A G � Y LUMINAIRE STANDARD DECAL STD. PLAN - 121 APPROVED: { PUBLIC WORD NUMBERING SYSTEM APPROVED: , PUBLIC WORKS 7/27/2022 1 DEPARTMENT 712712022 DEPARTMENT AAS11111 Paswcha Marlin Paslucha '� • .. WE N DATE N ELEVATION 21' TEST SERVICE svMFTc" WIREWAY 78' SECTION 32" 72" 4U•' DEADFRONT s" pie � 2.. TrP.' FOOTPRINT NOTES PER STANDARD PLAN 122.2 C m rn a a TI 4 W m v A W A L1] L] w m ch CD 0 A T1 ul u� CABINET FOUNDATION 23 SURVEYED: SCALE:21 1 CIVIL CONSTRUCTION PERMIT 04 STD. PLAN — 128.1 / / VERTICAL: NAVD 1988 PUBLIC WORKS DETAILS �HORIZONTAL: NAD 1983/1991 �' I♦ �PPIROVED: 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 AS NOTED DEPARTMENT' 'au 7127/2022 1 % DESIGNED: MartFnPastuaha 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 GRL/LAB DATE 4 CIVIL CONSTRUCTION PERMIT POST -PERMIT REVISION 05/10/24 DRAWN. GRL LAB / ONE INCH DATU M 5 RECORD DRAWINGS 07/01 /25 1 CHECKED: IAT FULL SCALE EMS/TDR IF NOT ONE INCH WNO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY EMS IP TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 vRjAOG%k CITY OF RENTON NwooV Planning/Building/Public Works Dept. SERVICE CABINET NOTES PLAN - 1222 OV D: Nib Ifl astuC 8/2021 1 4 1 _ DATE c aO P Apo p \NG W E REpOF:O SQpR�P�\ ZO RE OG�\ON N E00�UREBU\\� -05 CF\� PR�NWi SON p ON\�C�SORE OAS\GN N�t\WES�R\�00 �pQ�N St\E� �ENW c �\E IPuG ONS WF"R�\NG ON WPC RCN \NF M. ST CPL p�\0 pF y5�•.......•, F �0 ES NpZ P PNzSS PCC �G•� OR �Q p�\OEO � � .N <"S•.,Q/ STEM : G\ S70NAL�� T-425505 07-01 2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ILLUMINATION DETAILS DATE: 07/01/2024 FIELDBOOK: PAGE: DRAWING NO: L-- 0 5 SHEET:OF: 79 88 DocuSign Enve" ID: 9a9BODAB-0385-4664-AE66-578FF156ID7F u -0" 1'-D" MIN. MIN. LUMINAIRE POLE �' /JUNCTION BOX -CONCRETE PAD, PLAN VIEW BROOM FINISH LUMINAIRE POLE CONCRETE PAD 4' J L JUNCTION BOX tuMINAIRECONCRETE FOUNDATION SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES: 1. 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 6E LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD ELEVATION OR BOTTOM 'OF SIDEWALK ELEVATION 4. LUMiNNRE POLE AND JUNCTION BOX TYPE PER PLAN 5. LUiiNAIRE CONCRETE: PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES DNLY LUMINAIRE POLE JUNCTION BOAC CONCRETE SIDEWALK PLAN VIEW M STD PLAN 102 LUMINAIRE POLE CONCRETE SIDEWALK PER STD PLAN 102 JUNCTION Box lk 7LUMiNAIRE CONCRETE FOUNDATION SiZfE 41EW LUMINAIRE WITH SIDEWALK DETAIL ,-0. CONCRETE PAD 1'-0. JUNCTION aOX -` PLAN 1AEW 4" --i CONCRETE PAD JUNCTION BOX SUE VIIEW INDIVIDUAL JUNCTION BOX PAD DETAIL Y LUMINAIRE CONCRETE jR PUBLIC WORKS PAD/SIDEWALK AND STD. PLAN - 120 APPROVED: DEPARTMENT JUNCTION BOAC CONCRETE PAD 7/27/2022 .. � �: Manin Paswcna I bAIE LOWER S MIDDLE TIPPER REINFORCING REENFDRCIWG _ CLR PATTERN PATTERN = vU v v � U U FOOTING REINFORCING SECTION �I�sa�_Inrzaarr�sa¢o�� LOWER 81 MIDDLE REINFORCING PATTERN 14 TOP d 50T EA WAY PLACPS AS SHOWN, PROVIDE 1C LONG 90 DEGREE HOOK EA ENO OF SAR. L+IMINAIRC BASE wl REINF PLACED AS SHOWN. SEE DETAIL Al2 I 0 r 12 I b I - LUMINAIRE FOUNDATION PLAN SCALE 3IAA'-1'-0° nEEvrLovlaerrrexoln�laua � yqi 05!12+2D25 UPPER REINFORCING PATTERN KEYNOTES 1. LUMINAIRE MOUNTING PLATE 2. LUMINAIRE BASE COVER 3. RE.TAINING WALL ABOVE 4. BACK OF CURB 2ZENERAL NOTES COORDINATION: CONTRACTOR SHALL VERIFY ALL LUMINAIRE 1NFORMATION & NOTIFY ENGINCER OF ANY VARIATION FROM THE INFORMATION SHOWN DN THIS PLAN. CONCRETE STRENGTH: MIN COMPRESSIVE STRENGTH f'c = 45Q0P51 # 28DAY5. MAX WATER TO CEMENT RATIO 0.45. PROVIDE 5X ENTRAINED AIR. MIX DESIGN SHALL BE BASED ON FIELD EXPERIENCE IN ACCORDANCE wl ACI-N8-19 CONCRETE DURABILITY: SPECIFIED CONCRETE 15 INTENDED TO MEET THE FOLLOWING DURABILITY REQUIREMENTS FREEZ THAW F2, SULFATE $0, IN CONTACT WITH WATER WO. CORROSION PROTECTION C1. REINFORCING DAR: CONFORM TO ASTM A6151 GRADE 60. BARS SHALL BE BENT COLD MEETING THE REQUIREMENTS OF ACI-31849 ,I,VEL L K08 1F WAS#, + % �R� twctur es 1 TOWNS ON 12TH JOB # s Q47A a A DM.b Koss K O PO OF 2 LUMINAIRE FOUNDATION REv SED 04-sa22s Ra�� �L s+I'�,o�� VAREM R VM 01fA� E ac;.nl-av-pfoo R-uuL Coen NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. [)=Sign Envelope ID. 9p9BODAB-0385AC 4-AE66-578FF1587D7F GENERAL NOTES: 1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. J'UNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS), 2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5, ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED AT A LATER DATE SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. ALL CONDUIT SHALL BE PVC SCHEDULE 80. 7. S€GNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR UNLESS OTHERWISE APPROVED. 9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL, NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION, 10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. 4 I f PUBLIC WORKS N b DEPARTMENT TRANSPORTATION NOTES II�8=11`" lel!_I FOOTING REINP pacuSign Envelope ID: 9U960DAB-0385-4664-AE66-57BFF155ID7F ELECTRICAL SERMCE/BBS CABINET CONTROLLER CABINET SHIM TO PLUMB SEE NOTE 3 - O4 REINFORCING BAR (EQUAL SPACES) SEE NOTE 5 - NOTES L WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WERE TOP ANT) 90EWALK ABUT. M(IUNT TOP $"A1,.l, BE FINISHED DT A COMMICTL CONTRACTOR AND SHALL MEET THE RE4UARDAENTS OF SECTION 5-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PAD MOUNT DESIGN IS TYPICAL 3_ PLACE A SILICONE SEAL BETWEFN THE FOUNDATION AND CABINET. 4_ ANCHOR BOLTS AND THEIR SPACING TD BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGNEER FOR APPROVAL- 5 CONDUIT SIZES/QUANTITIES FOR CONTROLLER CABNETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLU5 ONE 2' SPARE CAPPED Ou7 PAST THE FOUNDATION. 6. CONCRETE CLASS KA STD PLAN 136. 7. 2' CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SEROCEJBBS CABINET TD THE CONTROLLER CABINET. 8- EACH CABINET SHALL HAVE A III* DIAMETER PLA511C DRAIN PIPE- S. LOCATE CONDUITS CENTRALLY WITHIN THE CAEIIMEIS ID, (WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. It WOODEN SHIMS SHALL NOT SE USED 12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN .t-GMM SHEET 3. I& CONDUIT SIZES/QUANTITIES FOR ELECTRtCAi_ SERVICE CABINETS SHALL IB BE 1149TALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. -SHW TO FLU48 ES%S£E NOTE 3 � z- Ld Ld FRONT VfEW 3/6' DIAMETER PLASTIC DRAIN (ONE PER CABINET} LOWER 81 MIDDLE REINFORCING PATTERN 14 TOP d 50T EA WAY PLACPS AS SHOWN, PROVIDE 1C LONG 90 DEGREE HOOK EA ENO OF SAR. L+IMINAIRC BASE wl REINF PLACED AS SHOWN. SEE DETAIL Al2 I 0 r 12 I b I - LUMINAIRE FOUNDATION PLAN SCALE 3IAA'-1'-0° nEEvrLovlaerrrexoln�laua � yqi 05!12+2D25 UPPER REINFORCING PATTERN KEYNOTES 1. LUMINAIRE MOUNTING PLATE 2. LUMINAIRE BASE COVER 3. RE.TAINING WALL ABOVE 4. BACK OF CURB 2ZENERAL NOTES COORDINATION: CONTRACTOR SHALL VERIFY ALL LUMINAIRE 1NFORMATION & NOTIFY ENGINCER OF ANY VARIATION FROM THE INFORMATION SHOWN DN THIS PLAN. CONCRETE STRENGTH: MIN COMPRESSIVE STRENGTH f'c = 45Q0P51 # 28DAY5. MAX WATER TO CEMENT RATIO 0.45. PROVIDE 5X ENTRAINED AIR. MIX DESIGN SHALL BE BASED ON FIELD EXPERIENCE IN ACCORDANCE wl ACI-N8-19 CONCRETE DURABILITY: SPECIFIED CONCRETE 15 INTENDED TO MEET THE FOLLOWING DURABILITY REQUIREMENTS FREEZ THAW F2, SULFATE $0, IN CONTACT WITH WATER WO. CORROSION PROTECTION C1. REINFORCING DAR: CONFORM TO ASTM A6151 GRADE 60. BARS SHALL BE BENT COLD MEETING THE REQUIREMENTS OF ACI-31849 ,I,VEL L K08 1F WAS#, + % �R� twctur es 1 TOWNS ON 12TH JOB # s Q47A a A DM.b Koss K O PO OF 2 LUMINAIRE FOUNDATION REv SED 04-sa22s Ra�� �L s+I'�,o�� VAREM R VM 01fA� E ac;.nl-av-pfoo R-uuL Coen NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. [)=Sign Envelope ID. 9p9BODAB-0385AC 4-AE66-578FF1587D7F GENERAL NOTES: 1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. J'UNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS), 2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5, ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED AT A LATER DATE SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. ALL CONDUIT SHALL BE PVC SCHEDULE 80. 7. S€GNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR UNLESS OTHERWISE APPROVED. 9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL, NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION, 10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. 4 I f PUBLIC WORKS N b DEPARTMENT TRANSPORTATION NOTES II�8=11`" lel!_I FOOTING REINP pacuSign Envelope ID: 9U960DAB-0385-4664-AE66-57BFF155ID7F ELECTRICAL SERMCE/BBS CABINET CONTROLLER CABINET SHIM TO PLUMB SEE NOTE 3 - O4 REINFORCING BAR (EQUAL SPACES) SEE NOTE 5 - NOTES L WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WERE TOP ANT) 90EWALK ABUT. M(IUNT TOP $"A1,.l, BE FINISHED DT A COMMICTL CONTRACTOR AND SHALL MEET THE RE4UARDAENTS OF SECTION 5-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PAD MOUNT DESIGN IS TYPICAL 3_ PLACE A SILICONE SEAL BETWEFN THE FOUNDATION AND CABINET. 4_ ANCHOR BOLTS AND THEIR SPACING TD BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGNEER FOR APPROVAL- 5 CONDUIT SIZES/QUANTITIES FOR CONTROLLER CABNETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLU5 ONE 2' SPARE CAPPED Ou7 PAST THE FOUNDATION. 6. CONCRETE CLASS KA STD PLAN 136. 7. 2' CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SEROCEJBBS CABINET TD THE CONTROLLER CABINET. 8- EACH CABINET SHALL HAVE A III* DIAMETER PLA511C DRAIN PIPE- S. LOCATE CONDUITS CENTRALLY WITHIN THE CAEIIMEIS ID, (WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. It WOODEN SHIMS SHALL NOT SE USED 12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN .t-GMM SHEET 3. I& CONDUIT SIZES/QUANTITIES FOR ELECTRtCAi_ SERVICE CABINETS SHALL IB BE 1149TALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. -SHW TO FLU48 ES%S£E NOTE 3 � z- Ld Ld FRONT VfEW 3/6' DIAMETER PLASTIC DRAIN (ONE PER CABINET} J SEE QUOTE 7 H 3/8' DIAMETER PLASTIC DRAIN 'RE NOTE 13 Ir [b J H HDPoYONSAL. Y M 6 COFABINED FOUNDATION fKEINF. ETAFt D1AC,RAbT 6 PIECES #4 HOOP 3 - §4 REINFORCING BAR (EQUAL SPACES) CONTROLLER ELLCTRI AL SEeABIf � 19` WOTHt.H PLAN 5_ WIOTH VIEW TD' STD. PLAN - 135 CABINET FOUNDATION APPROVED: ; PUBLIC WORKS DETAILS Nkarun paswcha 7/27/2022 I P DEPARTMENT DATE 4 I I-V4°0 ANCHOR - BOLT GRADE 6 O O PROJECTION A5 SPECIFIED BY THE -LUMINAIRE POLE MANUFACTURER. 3141 MAX BOLT- ' 1' THICK 2.112° PROJECTION WIDE ANCHOR 517YOND NUT RING C I _ HOLE ANCHOR INSTALLATION 2 SCALE p=P-o' KEYNOTES I. LUMINAIRE POLE 2. LUMINAIRE FOUNDATION 5. SITE RETAINING WALL 4. CURB 5, FINISHED SIDEWALK LUMINAIRE FOUNDATION SECTION SCALE 1W=p.0' or eF WAS fit ``NS Vtructures �` r TOWON 12TH JOB # s.23--D47A A ❑IrMHOn d Kwenik Env3nea•Inv PC SUrM 1) OF 2 LUMINAIRE FOUNDATION REVISED 04-ao-� ��AL •a AVE QNAt F� o.n.l.asw.m. 2 3 4 5 W NO. CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT POST -PERMIT REVISION RECORD DRAWINGS JKVILy[0121 e 04/21 /23 SURVEYED: 07/21 /23 DESIGNED: 09/08/23 GRL/LAB 05 10 24 DRAWN: / / GRL/LAB 07/01 /25 CHECKED: EMS/TDR BY DATE APPIR APPROVED: EMS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M APPROVED: M�rti�Pa6lucha 71Z71M22 - DATE IP TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF IWO RENTON Planning/Building/Public Works Dept. 1/4" LOAD LINE 1/4" FUSE r © CUTTING RINGS FUSE KIT rnnvv rll i VVYL bt'LIUL SPLICE KIT FUSE KIT & SPLICE KIT DETAILS G1tY p ADOPTED CITY OF RENTON STANDARD PLANS N'S LIST DATE: 04/04 „ nwr NAAMF•..In1 -S SP PArF• .In+ -i �` `W�►_ 0 .DON ZO E� ,.� "' �" Uc�\ON R RASP EN E0�00 EEA C \ l\S CON EpP�EO0 \ 00 SOR�C� ESE ��S\GN C �w NO F\E� �R0 �\\S Q �Ep �O 2p2�• PS �0 p.00N PPP Cp� N wOR�NC o �0 (�p� \NFORM \.0 NOS PRO MESS ��RS. �N O�CS 0R QR �0 8� 0 PCC T-425506 07 of o s IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ILLUMINATION DETAILS DATE: 07/01/2024 FIELDBOOK: PAGE: DRAWING NO: L--06 SHEET:OF: Q 0 88 X X X X X X I cb T rr I..L NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 14+50 N T z O z O w a z J L, 15 60 0 30 90 SCALE IN FEET EX F W Q Z Z O J LLJ = z 1 CIVIL CONSTRUCTION PERMIT 04/21/23 SURVEYED: 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 DESIGNED: 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 GRL/LAB 4 CIVIL CONSTRUCTION PERMIT POST -PERMIT REVISION 05/10/24 DRAWN. GRL LAB / 5 RECORD DRAWINGS 07/01/25 CHECKED: NO. REVISION BY DATE APPR EMS/TDR APPROVED: EMS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 FION PLANS TYP. 19TENW Transportation Engineering NorthWest CALCULATION SUMMARY TARGET ACTUAL DESIGN CRITERIA CALCULATION AREA MIN. AVG. MAX. UNIFORMITY MAINTAINED RATIO (FC) (A VG. /MIN.) SUNSET BLVD NE 1.30 4.00:1 (PRINCIPAL) 1.38 2.76:1 NE 12TH ST 0.90 4.00:1 (COLLECTOR) 1.114 3.80:1 NE 12TH ST & 4.00:1 ROAD A/NE 11TH PL :1.20 (COLLECTOR) 1.34 3.35:1 ROAD A & ROWS 112 0.80 6.00:1 (RESIDENTIAL) 0.85 4.25:1 ROAD A & ROWS 314 0.80 6.00:1 (RESIDENTIAL) 0.98 4.90:1 ROAD A & ROW 5 0.80 6.00:1 (RESIDENTIAL) 0.87 4.35:1 ROAD A & ROW 6 0.80 6.00:1 (RESIDENTIAL) 0.80 4.00:1 SUNSET BLVD NE 1.30 4.00:1 (PRINCIPAL) 1.45 3.63:1 NE 12TH ST 4�540: (COLLECTOR) ��1. ROAD A .30 6.00:1 (RESIDENTIAL) �0.40 4.00:1 * POLE PLACEMENT AS PROVIDED BY CITY OF RENTON ON 0910112023. 0 G °Nez\o c\� �� I NWI�o �o S sCo � pEs�pN VER�F�E.oS p Opp �0 �NZ 2�• ps �0 �� �p CP�o S WER \N�1 0,( P W�S �NF°RMA °�` W 0°�S N°� PRQ oE�1_1 P�°R CQR �0 LEGEND EX NEW DESCRIPTION o CITY OF RENTON ROADWAY LUMINAIRE POLE CITY OF EPOON PEDESTRIAN LUMINAIRE ¢ UTILITY POLE MOUNTED LUMINAIRE �( PRIVATE PEDESTRIAN LUMINAIRE POLE ® PRIVATE PEDESTRIAN LED BOLLARD O LUMINAIRE POLE NUMBER/LETTER Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. T-425507 MAINLINE X ROADWAY X i T N U INTERSECTION X X X X X X SIDEWALK 6 N Q J 07-0 1 2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 PHOTOMETRIC CALCULATIONS DATE: 07/01/2024 FIELDBOOK: PAGE: PC-01 SHEET:OF: Q 1 88 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. LO Ln EXISTING LIGHT POLE (V HEIGHT = 41 ' EX ARM LENGTH = 8' EX LAMP = 140W LED T 1. 1. 1. FIXTURE = AEL ATBO30B EX 2 .' 1.5 1. DISTRIBUTION = TYPE III EX Q .2 .41. 1.71.71. 1.5 INITIAL LUMENS = 15,381 EX 1.2 1. 1.6 1.7 1.7 1. 1. 1.rr LLF = 0.85 EX 1.1 1. 1. 6 1.7 1.7 1. 1.6 .9 1.1 8 0.9 . 1.3 9 1. 1.6 1.6 .9 1. 1.1 0.7 0. 0.9 .0 1.3 1.5 1.5 1 9 1.4 1.3 .2 1.1 .0 0. 0.6 0.7 0. 0.9 0 1. .3 . .9 1.3 1.3 1.3 .2 1.1 0 0. 0.6 .6 0.7 0. 0.9 0 1. 1.4 9 1.3 1.3 1.3 1.3 .2 1.1 1. 0. 6 .6 0.7 0. 0.9 0 1. 1. .3 1..%�d1. 1.3 1.3 1.2 2 1.1 1.1 0 0.6 0.7 0.8 0.9 .0 1. 1.3 3 1.3 .3 1. .3 1.3 1.3 1. .2 1.1 .6 0.7 8 0.9 .0 1. 1.3 1.4 1.4 1. 3 1.3 1.2 2 1. 0.9 .,° 60.7 .80. 1.1 .21. 1. .61. 61.5 91.31. 1.10.90. _ : ° 0.9 .0 1 2 1 3 1. 1.6 1.8 8 1. 7 6 1. 1.3 1. 1.1 .0 0. 0.9 1.1 1 3 .6 .B 2. .0 2. 1.9 1. 1.5 .9 1. 1.1 0 0. N1.1 1.3 1. 9 2. 1 2.1 1.5 .9 1.2 1.1 .0 0. 0. .9 2.5 2. 2. 2. 1. .5 .3 .2 1. 0.9 8 0.7 1. 1.1 .0 0.9 .8 0.7 zI 2 2.9 2.9 2.7 2. 2. .1 2.0 1. 1. 1.1 .0 1.9 8 0.7 0. O..e.2 .1 3.2 3. 2.7 2. 3 2. .0 1 8 .6 .2 1.1 1.0 0.9 0. 0.7 0.� 3 3 3.0 2.8 2.7 2. 2 2 2. 1.7 .S�i 1 1. 1.0 0.9 0.9 .8 0.7 0. ` 39 .3 3.1 2.9 2.7 .9 2. 1. 1. i!� 1. .0 0.9 0.9 0. 0.7 0.7 a 0 2.8 2. 2 .1 .9 .7 1. .3 1 1.1 1. .0 1. 0 0.9 0.9 \ 0. 8 `z 2.3 .1 .9 1. .9 1.3 1 2 1.1 O\ .7 .9 1.3 2 1.2 1. 1.3 1. 1.3 1. 1. O� 1.1 1.1 1.1 1.1 1 2 1.3 .9 1. .5 1. 1.1 1.1 1. .0 .3 1. 2 1.1 0. U 00 .9 1 0 1. 1. 1.4 .6 .7 1.7 1. .3 1.2 2 1.1 0 0.9 0.9 1.0 1. 1 5 .7 1.9 1. .5 1. 1.3 1. 1.1 1. 0.9 1.0 1. 1 2 2.1 .7 1.5 .9 1. 1.2 1.1 .0 0. -O 50 .2 2 2. 9 .2 0 1. 1. .5 .9 1. 1.1 1.1 1.0 0.9 EXISTING LIGHT POLE 2.0 2.5 2.7 2.6 9 2 2. .0 L.9 6 .9 1. 1.1 1.1 0 0.9 0. , HEIGHT = 41 EX .5 2.8 2.9 2.7 / ♦ ° ' .1 2. 1 1.7 1.3 1 2 1.1 1.1 1.1 0. ARM LENGTH = 8' EX i.3y 0 3.1 2 2.7 2.5 9 2. 2. .0 1 QLL. T .3 1.2 1.1 1.1 1.1 11. LAMP = 140W LED 3.0 2.9 2.7 2. 2. 2. 1. .9 21.21.21.21. 1.11. FIXTURE = AEL A TBO30B EX ♦ 3.1 2.9 2.7 .9 2. 1. . 1.5 1. 1.3 . 1.2 1.2 1.3 1.3 1.3 1.3 1.2 DISTRIBUTION = TYPE III EX ` 2.8 2. 2.3 2 .1 .1 .9 .9 .7 1. .9 1.3 .2 1. .3 1.3 1.3 .9 1.5 . 1. 1. 1.411.2 1.3 .41.5 .6 .81.91.91. INITIAL LUMENS - 15,381 EX -.3 15 60 0 30 90 SCALE IN FEET w a z J L, 7 92.}Zpi 7 1 .9 1.3 1. .3 1. 1 9 1. .5 1.6 1.8 .0 2.1 2. 1. LLF - 0.85 EX 3'. 1.2 1.1 1.1 1.1 1.1 1. .2 3 1 9 1.5 1. 6 .8 .0 2.1 2.2 2. 1 9 1. V ° .9 0.9 1.0 1. 1.1 1.1 9�. .6 1.9 .1 2.1 2 2. 1 7 1.3 w �0.8 0.9 0.9 1.1 1.1 1. .7 .9 2.0 2.0 .9 1 7 1 5 1 2 1. ,1Y/s/� ° 0.8 8 0.9 0.9 1. .0 1. 7 1.7 1.8 1. 1.6 1.5 1.3 ♦ ` .s ° 7 0.8 0. 0.8 0.9 1. 1.1 9 1. .6 1.5 1 9 1.4 1.3 1.2 1. V/ s ° 0 7 0.7 0. 0.9 0.9 .0 1. 1.5 6 1. 9 1.4 1.4 1.3 1. 1.1 1.0 0. /``\{�O .6 0.7 0. 0.8 0.9 .0 1. .9 1. �. 1.3 1.3 1.3 2 1.1 1. 0.9 Y _ 6 0.7 0.7 .8 0.9 FOR PRIVATE LIGHTING, TYP. .0 1. 1. .9 1. .3 1. .3 1.3 1.2 .2 1.1 1.0 0 0. C SEE ON -SITE ILLUMINATION PLANS \ ♦ 0.7 .B 0. 1.0 1. 1.3 1.3 1�3 1.3 1.3 1.3 1.1 1.1 1. 0. ♦ °' 6 0. 0.8 0. .0 1. 1.2 1. 19 1.9 1. .3 1.3 1. .2 1. .9 01 2 1 0. 0.8 0. 1.1 1 2 1.3 5 5 1. 9 1. .1 .9 0. 0.9 1 0 1. 1.3 1.4 .6 .8 1. 6 1. 1.3 1.1 0 0. s ° d 8 0. 1.1 1. 1. 1 1. �9 1. .3 1. 1.1 0 0. 0. K \ .s 1.0 1. 1.5 1. 2 2 1.5 .9 1 2 1 .0 0. 0, 2 2 2.5 2. 2. 2. 1. 1. 1. .5 .9 .2 1. 0.9 8 0.7 2. 2. 2.0 5 .3 1.1 . .9 .8 0.7 / ' \ .9 2.8 2.9 2. 2. 2. .1 0 1�. 1. 1. 1.1 .0 9 8 0.7 0. / �. _. a 9 .1 3.0 2. .5 9 2. .0 1 .2 1. 1.0 0. 0. 0. \\bT <n M 3 3. .0 2.8 2. 2. 2. 1. 1d. 1. 1.0 0.9 9 8 0.7 0. ° s °�1:°�{{s°��°.�°. °. \ ` .3 3.1 2.9 2. .5 2. 1. 1. 1.5 1. .2 1. 0 1.0 0.9 0. 0. 0.7 0.7 0. 1. 1 3 1.7 �. ,'°� . ` ` 2.9 2. .9 .7 1. 9 1 2Y.1 1. 0 .0 0. .9 0. y. A 13. .s 1 3`1.0 0.9 1. 1. .8� l.c� �i.f °. 9 .3 .1 .9 1. 1.9 1.3 1.2 1. 1.1 1.1 1.0 9 � I 1.8 1.9 .0 0. .3 10�° (.�' z. 6 .9 1 1.2 1.2 .2 1. .2 1. .2 1.1 0 91_si�i. 1.1 1.1 .2 1.3 1.4 5 1.5 3 °.sYa°. 1.2 0. 0.6 0.9 0.4 0.1 0. 0.7 0 .7 0.6 0. ` I \ .8 Q.9 0.9 2 1 3 1. 1. .7 1.19 0.4 0.9 9 n°.z. ` ` 80 s 0.9 1 1 3 .6 .B 1. 9 1.9 ROW 6 � .7 0.2 0.3 0.3 0.3 0.3 0 2 1.1 1 .0 .1 0 0.9 0.9 0. 1. 1.0 0 0.9 1.2 .1 1. .9 0. .5 9 1.3 1. 1.1 1. 0.9 6 1. .3 1. .2 1.1 .0 0. 8 1.5 9 1.3 2 1.1 .0 0. ' "u-1 0 �20.20.20.20. 0 .1 2. 2. .01. 1. 1. 61. 1.3 1.11.00.9 2 0.2 0.2 0.3 0.3 I.by . °.s 0.6 0.5 0 0.4 0. 0.2 0.3 0.4 0 .5 Q 1 a 0.9 .9 0.4 0.3 0.2 0.3 0. .6 .0 4.9 0.9 9 \ 0.2 .9 0 5 0 0.5 0.5 0.9 0. 0.2 0.3 .9 .6 0 8 1/-000 \ �OA O / v T .5 0.6 0. 0. .9 0.3 0.3 1.s�.°pi i 1.9 .7 1.5/\ .1 .6 .6 0 9 0.3 0.3 0 moo L SEE ON -SITE ILLUMINATION PLANS FOR PRIVATE LIGHTING, TYP. LEGEND EX NEW -DESCRIPTION o CITY OF RENTON ROADWAY LUMINAIRE POLE CITY OF EPOON PEDESTRIAN LUMINAIRE ¢ UTILITY POLE MOUNTED LUMINAIRE �( PRIVATE PEDESTRIAN LUMINAIRE POLE ® PRIVATE PEDESTRIAN LED BOLLARD OLUMINAIRE POLE NUMBER/LETTER f �SITE �o \ � z 3 .1 0.9 0.8 0. .0 1.0 1. 0 9 1. 1.2 0.7 0. 0.9 1 2 .6 7 O 0 :9. 0.5 6 .8 Q. /� 0.0. 0.5 0. A (�• 0.2 c.; i Row 5p0 CN EE SN S 1 CIVIL CONSTRUCTION PERMIT 04/21/23 SURVEYED: 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 DESIGNED: 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 GRL/LAB 4 CIVIL CONSTRUCTION PERMIT POST -PERMIT REVISION 05/10/24 DRAWN: GRL LAB / 5 RECORD DRAWINGS 07/01/25 CHECKED: NO. REVISION BY DATE APPR EMS/TDR APPROVED: EMS SCALE: AS NOTED CALCULATION SUMMARY TARGET L__--`ACTUAL DESIGN CRITERIA CALCULATION AREA MIN. AVG. MAX. UNIFORMITY MAINTAINED RATIO (FC) (A VG. /MIN.) SUNSET BLVD NE 4�27 (PRINCIPAL) ��1. NE 12TH ST 0.90 4.00:1 (COLLECTOR) 1.14 3.80:1 NE 12TH ST & 1.20 4.00:1 ROAD A/NE 11TH PL (COLLECTOR) 1.34 3.35:1 ROAD A & ROWS 112 0.80 6.00:1 (RESIDENTIAL) 0.85 4.25:1 ROAD A & ROWS 314 0.80 6.00:1 (RESIDENTIAL) 0.98 4.90:1 ROAD A & ROW 5 0.80 6.00:1 (RESIDENTIAL) 0.87 4.35:1 ROAD A & ROW 6 0.80 6.00:1 (RESIDENTIAL) 0.80 4.00:1 SUNSET BLVD NE 1.30 4.00:1 (PRINCIPAL) 1.45 3.63:1 NE 12TH ST 0.90 4.00.1 (COLLECTOR) 1.62 5.40:1 ROAD A 0.30 6.00:1 (RESIDENTIAL) 0.40 4.00:1 * POLE PLACEMENT AS PROVIDED BY CITY OF RENTON ON 0910112023. 1.7 2.2 2.6 7 2. 2. 2.1 .0 2.9 8 6 1.9 1. 1.1 1.0 0.9 0. .2 2.7 2.9 2. 2. 2. 1 2. 2. 2. 1 .9 1 2 1.1 0 0.9 0.8 3.1 3.0 .8 5 2. 0 1. 1. 3 .2 1.1 1. 1.0 0.9 0. .1 2.9 2. 2.6 .9 .1 1.8 .6 1.9 1.1 1.1 1.1 0 1. 1.0 0.9 9 3.2 3.0 2. 2 3 .0 1. .6 1.�1 1. 1. .1 1.1 1.1 1. 1.1 1. z 2.9 9 1.2 2 1.1 1 1.1 1.1 1.1 .1 3 O`er 5 z 2k 1.7 1.9 1.2 1.2 1. .1 1.1 1.1 1. 2 1.2 1 9 1. .6 6 1 f .2 1.1 1. .0 1.1 1.1 1.2 !. 3..i. 90.90.90. 01.11. 1. 61. 5 ° .31. .51.6 .61 .2 �0 0.8 0.8 9 1. 0 1.1 .2 3 1. .7 0.7 0. 0.9 0.9 0 .2 1.3 1. 1.9 1. 0.9 .8 0.7 0.7 0.7 .B 0. .2 1.2 1 0.9 0.8 0.7 0. .s 0.60.60.7 . 0. 0.91. 1.2 1 1.0 0.9 0.8 0.7 0. ♦ °� V 0. 0.6 0. .7 8 0.9 .1 1. .9 0.9 0 0. 0.7 0.6�0.6 0.6 0. 0.6 7 0. 0.9 0. 0.9 0.8 0.8 0. .7 0.6 ♦ .5 0.6 6 0. 0.7 0.9 0.8 0.7 0.7 0.6 ♦ 0.5 0. 0.6 .7 0.7 0.8 0. .8 0. .7 0. .7 0.5 0.6 6 0.7 0.7 0.7 0.7 6 0.6 5 0.6 0. .6 0.6 0.6 0.6 ♦ '\ ♦ 0 5 0.6 0.6 6 0.6 0.6 .5 0.5 0.5 0. 0.6 5 0.5 0.5 o ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 IP TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. MAINLINE ROADWAY INTERSECTION SIDEWALK ���w\NO \S ENO\NEER 0� F-C°Rp p pOR�P�\°N 0 �0 REEE \S Cu OEPP�Ep C� N� ���\w S.� l,�Nwl�o �°NS ON\�' OORE 0 0 SHED W 8� N� VER\� fit\\S e CEO �0 �z024• pS "I �o PuOpg� WERE PR ON 21,* \NE°RMP PP o\%ONS S NOCQRQ N �Rs. .�C�.0 RPM OR CQR �pEO 8� Pv EXISTING LIGHT POLE HEIGHT = 41 ' EX ARM LENGTH = 8' EX LAMP = 140W LED FIXTURE = AEL ATB030B EX DISTRIBUTION = TYPE III EX INITIAL LUMENS = 15,381 EX LLF = 0.85 EX N a'_.Q/STD` :•:G� J T-425508 07-0�12025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 PHOTOMETRIC CALCULATIONS DATE: 07/01/2024 FIELDBOOK: PAGE: PC-02 SHEET: Q OF:Q Q 15 60 0 30 90 SCALE IN FEET z Ld _J L, NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. A 14+50 FA 05 '02 �)13 00 V) -A 5q Fo* \ 4 .1 b.iA CD CD .1 3 + +00 398 00 81+00 CD NE 12TH ST x — CD -- -- ------ - ---- - ---- CD I-- --------- --------------- b. 4.. i. i. SEE ILLUMINATION PLAN- S FOR CITY LIGHTING, TYP. Fx] b. 8 F00 OW 3-1 — +_ I C:) b.5. 'b� b. b b b. __J OL LLJ z ������11�i�iii�1� '�i 83+00 9 PRIVATE PEDESTRIAN POLE, TYP. HEIGHT = 14.0' NEW ARM LENGTH = NIA LAMP = 25W LED NEW FIXTURE = LITHONIA RADEAN PT DISTRIBUTION = PATH NEW INITIAL LUMENS = 3,000 NEW LLF = 0.85 NEW I PRIVATE PEDESTRIAN BOLLARD, TYP. HEIGHT = 3.5' NEW ARM LENGTH = NIA LAMP = 8W LED NEW FIXTURE = LITHONIA RADEAN BOLLARD DISTRIBUTION = ASY NEW INITIAL LUMENS = 644 NEW LLF = 0.85 NEW SEE ILLUMINATION PLANS FOR CITY LIGHTING, TYP. 4 _EW EsM d. NEW RIW EX RIW x 1 CIVIL CONSTRUCTION PERMIT 04/21/23 SURVEYED: SCALE: VERTICAL: NAVID 1988 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 GRL/LAB 4 CIVIL CONSTRUCTION PERMIT POST —PERMIT REVISION 05/10/24 DRAWN: GRL/LAB I ONE INCH DATUM 5 RECORD DRAWINGS 07/01/25 CHECKED: I AT FULL SCALE EMS/TDR IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY EMS �TENW g rJONIN3 INA DNS�Ur o v6�;41T%oo 05?�' ygwo't - 13i S\ rwpN��. Vt ONS S C0 tatejo�no Sp E OES\GN NpR� � �R\0 .\NS P pED �D �N2 24' PS � ��ON J\A, �DCa W DOES N0� PRP���g(� ERS. P� DR�`0� DR OeRp�\0 CALCULATION SUMMARY TARGEf::� ACTUAL DESIGN CRITERIA CALCULATION AREA MIN. AVG. MAX. UNIFORMITYRA MAINTAINED TIO (FC) (AVG. IMIN.) COMMON PATHWAYS 0.30 6.00:1 (SIDEWALK) 0.54 5.40:1 LEGEND EX NEW DESCRIPTION CITY OF RENTON ROADWAY LUMINAIRE POLE )1( CITY OF RENTON PEDESTRIAN LUMINAIRE POLE UTILITY POLE MOUNTED LUMINAIRE 15-FT, 25W LED LITH O PEDESTRIAN LUMINAIRE POLENIARADIAN 3.5-FT, 25W LED LITHONIA RADIAN BOLLARD O LUMINAIRE POLE NUMBER/LETTER Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 A109%k CITY OF RENTON Planning/Building/Public Works Dept. 52125 ro S�ONAL T-425509 07-0120267 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ON -SITE PHOTOMETRIC CALCULATIONS DATE: 07/01/2024 FIELDBOOK: PAGE: DRAWING NO: OS-01 SHEET: OF: 83 88 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. g h T I O rr I— N T z 0 z 0 HLIUHI = ,5.0 NLW ARM LENGTH = N/A LAMP = 8W LED NEW FIXTURE = LITHONIA RADEAN BOLLARD DISTRIBUTION = ASY NEW INITIAL LUMENS = 644 NEW LLF = 0.85 NEW 15 60 0 30 90 SCALE IN FEET 1 CIVIL CONSTRUCTION PERMIT 04/21/23 SURVEYED: 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 DESIGNED: GRL/LAB 4 CIVIL CONSTRUCTION PERMIT POST —PERMIT REVISION 05/10/24 DRAWN. GRL LAB / 5 RECORD DRAWINGS 07/01/25 CHECKED: EMS/TDR NO. REVISION BY DATE APPR APPROVED: W EMS v= SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 IP TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept ALCULATION SUMMARY TARGEACTUAL DESIGN CRITERIA ALCULATION AREA MIN. AVG. MAX. UNIFORMITY MAINTAINED RATIO (FC) (A VG. /MIN.) )MMON PATHWAYS .30 6.00:1 (SIDEWALK) 54 �O. 5.40:1 LEGEND EX NEW DESCRIPTION CITY OF RENTON ROADWAY o LUMINAIRE POLE A CITY OF PEDESTRIAN LUMINAIREPNTONOLE UTILITY POLE MOUNTED ¢ LUMINAIRE X PEDESTRIAN LUMINAIRE PIOLEADIAN ® 3.5-FT, 25W LED LITHONIA RADIAN BOLLARD O LUMINAIRE POLE NUMBER/LETTER !DF G ON ENGN �R�G� 0 RE REGOR iriA� o EOo �0 RES pREe��O p�10 05 4001 �N � pESGN � CPO P�S� l�Nwl�pC,p�\ONS ��( pN\�•8l CORE �N2 PS �QV a� N wER \NC o �0 � �o� \NFpRIIP \,� s NpS PRp�N�ss p,MERs. Po DR CQR .:41 :F N 52125, ��oO •�� STJ T-425510 '"" 07-012025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ON -SITE PHOTOMETRIC CALCULATIONS DATE: 07/01/2024 FIELDBOOK: PAGE: OS-02 SHEET: Q ^ OF: 88 g NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 2 N T Z 0 � V ) Z 0 Specifications EPA: 1.02 ftz (0.105 m� Length: 24 (61 cm) Width: 24' (61 cm) H1 Luminaire 4„ (10.16cm) Height: H2 Luminaire 26" (66.04cm) Height: Weight: 38lbs (17.24Kg) Radean Post To Cataumloeg Nbr LED Area Luminaire �otes r ' e ?� e Buy American Hit the Tab key or mouse over the page to see all interactive elements. Introduction The architecturally -inspired shape of the RADEANTM post top area luminaire embodies the grace and strength of the RADEAN family. The twin copper -core cast aluminum arms support the slender superstructure, creating a beautiful sculpture by day transforming into a beacon of comfort by night. Triangular arms redirect reflection maintaining its visually quiet appearance. With sleek lines and simple silhouettes, these LED luminaires use specialized lighting and visual comfort to transform common areas like courtyards, outdoor retail locations, universities and corporate campuses into pedestrian -friendly nighttime environments. • • ' EXAMPLE: RADPT LED P3 30K SYM MVOLT PT4 PIR DNAXD RADPTLED I r RADPTLED P1 3,000Lumens rr 27K 2700K r SYM SymmetrictypeV MVOLT' 277' PT4' Slips inside a4"OD round metal pole PZ 5,000Lumens 30K 3000K ASY AsymmetricTypelV 1Z0a 347 RADPT20 Slips over a 2 3/8'diametertenon P3 7,000Lumens 35K 3500K PATH Pathway Typelll 208' 480 RADPT25 Slips overa 27/8'diametertenon P4 10,000 Lumens 40K 4000K 240' P5 15,000Lumens; SOK 5000K Shipped installed NLTAIR2 nLightAIR 2.0enabled ° PIR Bi-level motion/sensor (100%to 30%) s''1A PE Button photocell 7 FAO Held adjustable outputs' SF Single Fuse Shipped installed DDBXD Dark bronze DDBTXD Textured dark bronze OF Double Fuse' H5 Housesideshield" DBLXD Black DBLBXD Textured black R90 Rotated optics 10 DNAXD Natural aluminum DNATXD Textured natural aluminu DWHXD White DWHGXD Textured white L/THON/A COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com 0 2011-2022 AmityBrands Lighting,Inc. All rights reserved. L/GHT/NG 9 Ordering Information ' Accessories LAde,e,i ,-.r r.rnpped scp.rmelr. RADH5 Houseside shield (shield is white) RADCS DDBXDU Demrative damshell base for4•RSS pole (spedfyfinish) RANK DDBXDU Full base cover for4'RSS pole (spedfy finish) Mounting Control Options NOTES 1 27GOK and 35GOK may require extended lead-times. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 3 Required nominal 4" round straight metal pole. 4 NLTAIR2 not available with PIP, PE or FAO. Must linkto external right Air network. 5 PIR will work with FAO, if adjustable low -end trim is required. 6 PIR must specify 120V, 277V, 347V or 48OV. Not available in MVOLT, 208V or 240V. 7 PE and PIR are available together. 8 PIR for use only on luminaires mounted under 15'. 9 Field adjustable high -end trim. 10 For left rotation, select R90 and rotate luminaire 180' on pole. 11 Also available as a separate accessory; see Accessories information at left. HS not available with R90. Shield is field rotatable shield in 180' increments. Atvi Part Number7-7o tion For luminaires Used with Mounting RS!I04BPTDDBXD el-4"O.D.-Open Top RADPT LED P14 A551248PTDDBXD l-4"O.D.-0 en To RADPT LED PT4 R55144BPTDDBXD el-4"O.D.-0 en To RADPT LED PT4 R551648PTDDBXD 16'RoundStraightSteel-4"O.D.-Open Top RADPT LED PT4 RSS184BPTDDBXD 18'RoundStraightSteel-4"O.D.-Open Top RA LED PT4 RS5204BPTDDBXD 20'RoundStraightSteel-4"O.D.-Open Top RADPT LED PT4 R557546PTDDRXD 25'RoundStraight Steel -4"O.D.-Open Top RADPT LED PT4 RSS 10 40 T20 DDBXD 10'RoundStraight Steel -4'O.D.-Tenon Top RADPT LED RADPT20 RSS 12 4B T20 DDBXD 12'AoundStraight Steel -4"O.D.-Tenon Top RADPTLED RADPT20 RSS 14 4B T20 DDBXD 14' Round StraightSteel -4'O.D.-Tenon Top RADPT LED RADPT20 RSS164BT20DDBXD 16'RoundStraightSteel-4"0.D.-Tenon Top RADPT LED RADP120 RSS184BT20DDBXD 18' Round Straight Steel -4"O.D.-Tenon Top RADPTLED RADPT20 RSS204BT20DDBXD 20'RoundStraightSteel-4"O.D.-Tenon Top RADPT LED RADPT20 R55254BT20DDBXD 25'RoundStraightSteel-4"O.D.-Tenon Top RADPTLED RADPT20 *Customer must verify pole loading per required design criteria and specified wind speed. Consult pole specification sheet for additional details. RADPT LED One Lithonia Way • Conyers;, Georgia 30012 • Phone: 1-800-705-SERV 7378 • www.lithonia.com . L/THON/A COMMERCIAL OUTDOOR y y g ( ) Rev 04/19/22 L/GHT/NG C 2011-2022 Acuity Brands Lighting, Inc. All rights reserved. 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 CIVIL CONSTRUCTION PERMIT POST -PERMIT REVISION 5 RECORD DRAWINGS z W N0. REVISION U_ RADPT LED Rev 04/19/22 04/21/23 07/21/23 09/08/23 05/10/24 07/01/25 A RADEAN BollardPplatalog Number LED Site Luminaire 'Notes • WATA/TLE r�Y NKAnnME 2_� I Pe C11. Hit the Tab key or mus oe over the page to see all inera tctive elements. Introduction The Radean LED Bollard is an award -winning, energy -saving, long -life solution designed to perform the way a bollard should. Cross section The Radean LED Bollard's rugged construction, Specifications of shaft durable finish and long-lasting LEDs will provide Diameter: (20.96c5" H years of maintenance -free service. Height: H =41.5" Standard BTS and BCC BTT and BCC Brs and BCF BTT and BCF (105.41 cm) Weight 20lbs ; (max): (9.07Kg) T' (171 nal • • ' EXAMPLE: RADB LED P4 30K SYM MVOLT BTS BCCDNATXD DBLXD RAUB LED RADB LED P1 27K 2700K ASY As mmetric' MVOLT' Shipped installed SlimTop Tall Top P2 30K 3000K SYM Symmetric' 120 PE Photoelectric cell, BTS Slimton$,painted tomatch BTT Tall top painted to match 35K 3500K button shafts shafts P3 208' P4 4DK 4000K DMG 0-1OVdimming BTSDWHXD Slimtop,whites9 BTTDBLBXD Tall top, black textured' PS 50K 5000K 240' ncyt BTTDBLBXD Slim top,blacktextures' BTTDBBXD Tallmp,black' 277 E7WH Emergdriver Emergency battery backup,Certified BTSDBLXD Slim top, blacks' BTTDDBTXD Tall top, dark bronze 347 inCATitle20 BTSDDBTXD Slim top, dark bronze textured, 480 1AAEDBS1"A textureds' BTTDDBXD Tall top, dark bronze' FAO Fieldlustable BTSDDBXD Slim top, dark bronze" BTTDNATXD Tall top, natural aluminum output P BTSDNATXD Slimtop,naturalaluminum texture ' PIR Motion sensor textured sA BTTDNAXD Tall top, natural aluminum Bi-Ievel'5A' BTTDNAXD Slim tog natural aluminum s' BTTDWHGXD Tall top, white textured' BTSDWHGXD Slim top, white textured' BTTDWHXD Tall top, white' Deep Crown FlatCmwn H24111 24'overall height DDBXD Dark bronze BCC Deep crown, painted to match shaft lBCF Flat crown aintedtomatrhshaft' H30Q11 30'overall height DBLXD Black BCCDWHXD Deep crown, white' BCFDBLBXD Flat crown, black textured' 1136ox 36'overall height DNAXD Natu ral aluminum BCCDBLXD Deep crown, black' BCFDBLXD Flat crown, black' JAB Withoutanchor bolts DWHXD White BCCDBLBXD Deep crown,blacktextured' BCFDDBTXD Flat crown, dark bronze textured' DDBTXD Textured dark bronze BCCDDBTXD Deep crown, dark bronze textured' BCFDDBXD Flat crown, dark bronze' DBLBXD Textured black BCCDDBXD Deep crown, dark bronze' BCFDNATXD Flat crown, natural aluminum textured' DNATXD Textured natural aluminum BCCDNATXD Deep crown, natural aluminum textured' BCFDNAXD Flatcrown,natural aluminum ' DWHGXD Tertured white BCCDNAXD Deep crown, natural aluminum' BCFDWHGXD Flat crown, white textured' BCCDWHGXD Deep crown, white textured' BCFDWHXD Flat crown, white' -qmmmmw,- Accessories T NOTES and+hPY+dssparawly 1 P5 only available in SYM distribution. 6 E7WH and PIR only available in full height. Not 2 ASY has only two illuminated quadrants driven available with H24, H30 or H36. RADBABU Anchor bolts (4) RK1 RADII BCKIT(FINISH) U Base cover with bat caps at higher drive currents to generate similar 7 PIR not available with E7WH. RADBABC DDBXD U Replacement andior bolt covers RKI RADB EMTESTMAG U Emergency test stylus output as the SYM-0-quadrant product. 8 E7WH is not available with 347V or 48W. (specify finish) (4) 3 PIR not available with 208V or 24OV. 9 Architectural and custom colors available 4 PE only available with ASY. (additional leadtimes and cast may apply). 5 PE, PIR and FAO not available with BTS. 10 42" Height is standard. H24, H30 and H36 have longer leadtimes. '. L/rMON/A COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • ww tlithonia.com RADB-LED L/GHT/NG. ® 2012-2022 Acuity Brands Lighting, Inc. All rights reserved. Rev. 10/25/22 SURVEYED: DESIGNED: GRL/LAB DRAWN: GRL/LAB CHECKED: EMS/TDR APPROVED: EMS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 19TENW Options Only available with BTT tops �(I�V/� � Gcs'C_.;' 4j •_ ��jIIN 11 Only available with BTT tops Only available with ASY PE 1-surt1RC QLL &1nON TYPE Only available with ASY Lumen values are from photometric tests performed in amwdanm with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Actual performance may differ as a result of end -user environment and application. Actual wattage may differ by 8%when operating between 120-480✓+/-10%. Performance Light Engines Pa(kage System I Watts 2700K I 3000K I 3500K I 4000K 5000K I Lumens B U G LPW Lumens B U 6 LPW I Lumens B U G LPW Lumens it U G LPW Lumens B U 6 LPW �Om000��00���000�®000�®OOOm �©®000��oo�m®000mm000m0000� 'Note: Lumen output varies based on finish. Silver color shown, for black (worst) or white (best) photometry, see specific photometric files downloadable from www.acuitybrands.com Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25•C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. riqljmaggw� 25.000 50,000 75,000 100,000 Pi 0.94 0.89 0.85 0.80 P2 0.94 0.89 0.85 0.80 P3 0.94 0.89 0.85 0.80 P4 0.94 0.89 0.85 0.80 P5 0.94 1 0.89 0.85 1 0.80 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average temperatures from 0-40"C (32-104"F). Current (Amp) Watts La120V(w) Watts ,a277V(W) �120V (A) �208V (A) ,f,240V (A) W277V)(A) Watis ((d347U) Watts (C 480V) Cu rrent (Amp) ICa347V)(A) (480V) IIIII��� 11 11• I I• I I • �� I I � I I .• ��®� r r,,• r r, r r �� r r, r r. P1 SYM 5 6 0.0444 0.0301 0.0279 0.0265 9 9 0.0441 0.0319 P2 SYM 9 10 1 0.0734 0.0461 0.0421 1 0.0391 13 13 0.0502 0.0363 P3 SYM 13 14 0.112 0.067 0.0598 0.0544 18 18 0.0602 0.0435 P4 SYM 18 19 0.1535 0.0902 0.0796 0.0713 22 22 0.0691 0.0499 P5 SYM 31 31 1 0.2597 0.1527 0.1326 0.1149 35 36 0.1079 0.079 '. L/Tfi/ON/A COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 Phone: 1-800-705-SERV (7378) • www.lithonia.com L/GHT/NG. 02012-2022 Acuity Brands Lighting, Inc. All rights reserved. Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. V`v` OE G ON ENGN �R�G� 0 A� RE REGOR SQO EO �0 RES G v\S GON�pREe��O p�10 � Bp�SURE �N�� pESGN P�S� l�Nw1�0��\ONS EE( ON\� e�l CORE � SO �0 PS 0' o \NFORIItP N2 oMER'S P�� ROPOC OR go 8`l RADB-LED Rev. 10/25/22 T-425511 07 of o s IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ON -SITE ILLUMINATION DETAILS DATE: 07/01/2024 FIELDBOOK: PAGE: OS-03 SHEET: Q OF:U Q X X X X X X I T U X X X X X X N Q J X X X X X X �/1 W T rr LL