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HomeMy WebLinkAboutzT-4360seti G.i z i w SE 1/4 SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. ILLUMINATION CONSTRUCTION NOTES D CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1A. 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 STANDARD PLANS 117.1, 117.1A, 117.3, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD PLAN 121. )STREET CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 1 16. 1. FURNISH AND INSTALL NEW NEIGHBORHOOD PEDESTRIAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, AND PER CITY OF RENTON STANDARD 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 PLAN 121. DCONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 & 126.2. FOUNDATION SHALL BE ADJACENT TO AND FLUSH WITH SIDEWALK. FURNISH AND INSTALL SERVICE CABINET PER CITY OF RENTON STANDARD PLANS 122.1 & 122.2. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. )COORDINATE THE POWER SOURCE LOCATION WAS NOT KNOWN AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL WITH PSE TO IDENTIFY FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR COMPLETION OF ALL NECESSARY FORMS/APPLICATIONS ASSOCIATED WITH THE NEW POWER SOURCE. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE SHALL MAKE FINAL CONNECTION TO THE POWER SOURCE. THE CONTRACTOR SHALL ASSUME 500' OF TRENCHING TO CONNECT TO POWER SOURCE FOR BIDDING PURPOSES. 5O EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE I LLU . SVC POWER 3/0 EQUIP. GRND. * DETECT. PULL WIRE CONDUIT ALLOW. FILL NO. NO. 1 2" SCH80 PVC 2 1 0.17 0.75 2 2" SCH80 PVC 4 1 1 0.28 0.75 3 3" SCH80 PVC 3 0.94 1.68 4 2" SCH80 PVC SPARE 1 --- 0.75 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT, (MIN SIZE #8). SERVICE BREAKER SCHEDULE NEW SVC LOCATED ON 116TH AVE SE CIRCUIT VOLTAGE BREAKER CONTACTOR MAIN 1201240 2P-200 AMP --- ILLUM A 240 2P-20 AMP 30 AMP ILLUM B 240 2P-20 AMP 30 AMP ILLUM C (SPARE) 240 1 2P-20 AMP 30 AMP :ONDITION OF APPROVAL 'HE APPLICANT SHALL PROVIDE ONE OF THE FOLLOWING: ) A LETTER FROM TENW STATING THAT STREET TREE CANOPIES WERE VCLUDED IN THE PHOTOMETRIC CALCULATIONS DATED 7/30/2025. 9 UPDATED PHOTOMETRIC CALCULATIONS MEETING CITY OF RENTON 1INIMUM STANDARDS THAT INCLUDES STREET TREE CANOPY COVERAGE. 0 UPDATED ILLUMINATION PLANS THAT FOLLOW THE CITY SUGGESTED ;TREETLIGHT SPACING 0 1 7. 1 WITH DUAL FIXTURES AT 120-FT SPACING VITH 1 17.2 PEDESTRIAN LIGHT AT 60-FT SPACING BETWEEN THE 1 17. 1. WO STREET TREES BETWEEN THE 1 1 7. 1 AND 1 17.2). THIS OPTION WILL JOT REQUIRE UPDATED PHOTOMETRIC CALCULATIONS. STREET TREE IDIALF117.1 E PEDESTRIANUDUAL FI%TURE JLLP 7 17.2 LP -UR 7. 20'-0• 1— 20'-0° — 20'-0" 1— 20'-0" 1120'-0° — 20'-0" I. 120'-0„ J ILLUMINATION WIRING DIAGRAM I I �— I I I 1 I 9 8 7 I I 6 I I I I W 5 I (n H --- __ LLJ F D B I Q ROAD G E AC -- A I� 1 4 I I J I NEW SERVICE CABINET WK 3 I AT 1 16TH AVE SE L ILLUM A ILLUM B M I I ILLUM C S cm N 2PAR Q Q O cx� 1 I\ P a I 1 I � N I I NOT TO SCALE MATCH LINE ROAD B STA 20+50 SEE SHEET I L — 02 0 10 20 40 60 SCALE IN FEET \le REVISION SURVEYED: OTHERS DESIGNED: D 149 DRAWN: D 149 CHECKED: SSO TD, BY DATE AP P R APPROVED: CTB MATCH LINE 116 STA 42+50 SEE BELOW RIGHT MATCH LINE 116 STA 39+40 SEE SHEET I L — 02 T-436001 SCALE: VERTICAS NOTED HORIZONTAL: TAL NAD 11983/1991 a C TY OF RENTON ONE INCH DATUM AT FULL SCALE Plan ning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0111 E. 4I �y 44JO I IID 01x / j nm,I �---` 3 I a IID I Z II 1 I I IID \ =1 TIC — T(UG) rIuGI a 5 1 ILy ILu I o I I c a L� 3� I I I I� o� I 43 1 0 I I I I � I I I I a► J W W—W—W I I, 1 I ► j o � al \ a � Lu MATCH LINE 116 STA 42+50 SEE ABOVE LEFT ILLUMINATION LEGEND EXIST. NEW/RELOCATED DESCRIPTION m 0 JUNCTION BOX TYPE 1,2 ROADWAY LIGHT STANDARD PEDESTRIAN LIGHT STANDARD UTILITY POLE UTILITY POLE MOUNTED LUMINAIRE — — — — — CONDUIT/CONDUCTOR ® SERVICE CABINET WIRE NOTE OCONSTRUCTION NOTE OPOLE NUMBER PROJECT NO. TENW 2025-053 2- Fs �.,c�STE��•v� S��NAL•�� 520 KIRKLAND WAY, SUITE 100, KIRKLAND, WA, 98033 STELLA OH I STELLA@TENW.COM 1 206-412-6743 07-30 2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING c % ' All ' IL HBray 02/10/2026 DATE: HARMONYRIDGE 07130125 FIELDBOOK: RENTON, WA 98058 PAGE: DRAWING NO: ILL UM/NA T/ON PLAN IL-01 SHEET: 1 OF: C N 0 LO CV u co Q J O 0 i N a z J SE 1/4 SECTION 20, TOWNSHIP 23 N., RANGE ILLUMINATION CONSTRUCTION NOTES D CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1A. 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 STANDARD PLANS 117.1, 117.1A, 117.3, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD PLAN 121. )STREET CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 1 16. 1. FURNISH AND INSTALL NEW NEIGHBORHOC PEDESTRIAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEE IL-03, AND PER CITY OF RENTON STANDARD PLANS 116.1, 116.2, 119, 120 & J013. APPLY DECAL NUMBERING WI1 COR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD PLAN 121. (DCONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 & 126.2. FOUNDATIC SHALL BE ADJACENT TO AND FLUSH WITH SIDEWALK. FURNISH AND INSTALL SERVICE CABINET PER CITY OF RENT( STANDARD PLANS 122.1 & 122.2. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED E CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OTHE POWER SOURCE LOCATION WAS NOT KNOWN AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHA COORDINATE WITH PSE TO IDENTIFY FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION. TF CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR COMPLETION OF ALL NECESSARY FORMS/APPLICATION ASSOCIATED WITH THE NEW POWER SOURCE. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO Ti- POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE SHALL MAKE FINS CONNECTION TO THE POWER SOURCE. THE CONTRACTOR SHALL ASSUME 500' OF TRENCHING TO CONNECT TO POWE SOURCE FOR BIDDING PURPOSES. 5O EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE I LLU . SVC POWER 3/0 EQUIP. GRND. * DETECT. PULL WIRE CONDUIT ALLOW. FILL NO. NO. 1 2" SCH80 PVC 2 1 0.17 0.75 2 2" SCH80 PVC 4 1 0.28 0.75 3 3" SCH80 PVC 3 0.94 1.68 4 2" SCH80 PVC SPARE 1 --- 0.75 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT, (MIN SIZE #8). 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. 16. CITY OF RENTON REQUIRES STREET LIGHT POLE FOUNDATION DEPTH TO BE DETERMINED PER STRUCTURAL ANALYSIS. A STRUCTURAL ENGINEER AND/OR GEOTECHNICAL ENGINEER MAY BE REQUIRED TO PROVIDE THIS INFORMATION. 0 10 20 40 60 !!I SCALE IN FEET \lf REVISION MATCH LINE ROAD 8 STA 20+50 SEE SHEET IL-01 SURVEYED: OTHERS DESIGNED: D 149 DRAWN: D 149 CHECKED: SSO 0 BY DATE A P P R APPROVED: CTB 05 E.) W.M. MATCH LINE 116 STA 39+40 SEE SHEET IL-01 M:IN 1 1 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 3 13 � IW I 4xi Z I I I I I 2 � I i I I I I I I I I i 3 J I 4 � I J I 2 f it i VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M I I I 3 I I i I I 2 3 1 I I I 1 39+00 W 0 I _ I 0 I= W I cn I o T-436002 C TY OF RENTON • Plan ning/Building/Public Works Dept. ILLUMINATION LEGEND EXIST. NEW RELOCATED DESCRIPTION m 0 JUNCTION BOX TYPE 1,2 ROADWAY LIGHT STANDARD PEDESTRIAN LIGHT STANDARD UTILITY POLE UTILITY POLE MOUNTED LUMINAIRE - - - - - CONDUIT/CONDUCTOR ® SERVICE CABINET WIRE NOTE OCONSTRUCTION NOTE OPOLE NUMBER PROJECT NO. TENW 2025-053 h� 2: 35 Fs �.,c/STE��•v� Emw S��NAL•�� 520 KIRKLAND WAY, SUITE 100, KIRKLAND, WA, 98033 STELLA OH I STELLA@TENW.COM 1 206-412-6743 07-30 2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 02/10/2026 DATE: HARMONYRIDGE 07130125 FIELDBOOK: RENTON, WA 98058 PAGE: DRAWING NO: ILL UM/NA T/ON PLAN IL-02 SHEET: 2 OF: C N 0 LO CV u Co N Q J O O co SE 1/4 SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. co It I T O rr I- Q Z DocuSign Envelope ID: 9D980DA8-0385-4664-AE66-57BFF156ID7F P T P ALL AIMINUM LIMY IRE AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED, FIw COLOR RAL 9DD5TX ',ET BLACK% OR APPROVED EQUAL NTH PAINT CHIP . 18-1/4' . PRESTIGE SERIES (CY17T4) LED POST -TOP LUMINAIRE (WATTAGE PER PLANS. 4,000K CCT, 120-277V UNIVERSAL DRIVER. WTH V53AR nRIBBED ACRYLIC LENS) BY CYCLONE H (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXPJRE 1' THICK BASE PLATE (4) 1 I/C DIA. . 1 5/8" LO SLOTTED HOLES R : Y (TYP) BASF. PLATE DETAIL 0#4HOOPS*12- ' 8 - /5 BARS, 2' CONDUIT LINEEVENLY SPACED STATED OTHERWISE ON PLANS(TINTER CONDUIT IN FOUNDATION BOLT CIRCLE (CIA PER ANCHOR BOLTBASE PLATE DETAIL, THIS SHEET) FOUNDATION SECTION 2' CONDUIT UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PER PLANS STD PLAN 119 2' -0" MIN CONDUIT COVER f u FOR STREET LIGHT STANDARD DECAL EXTEND CONDUIT 6" MIN BEYOND UN NUMBERING DETAIL. FODATION OR CONTROLLED i REFER TO CITY OF DENSITY BACKFILL RENTON STD PLAN 121 �w 14 HOOPS 0 12• I a 14'-0' FLUTED SHAPE, 5' DIAMETER, 8 - 05 BARS, a d STRAIGHT ALUMINUM POLE EVENLY SPACED (PD15-l4-BD46-RAL90051X-TN43) 2 1/2" CUR BY CYCLONE (OR APPROVED EQUAL) a INSTALL GROUT AND PROVIDE --\ 112' DIA DRAIN TUBE THROUGH GROUT. LOCATE DRAIN TUBE NTH SURFACE DOWNWARD SLOPE DIRECTION FOUNDATION DETAIL f 1 1/8- DIA HOLE 3/8, THICK STEEL PLATE BOLT CIRCLE (DIA PER BASE PLATE 2'x5" HANDHOLEPER BASE DETAIL DETAIL. THIS SHEET) DECORATIVE ALUMINUM CIAMSHELL ANCHOR BOLT TEMPLATE DETAIL BASE COVER BD46 BY CYCLONE (OR APPROVED EQUAL) TOP OF F `NnATI N SEE POLE BASE ANCHOR BOLT, 4 TOTAL. 1' DIA, STEEL DETAIL, THIS F1554 OR GRADE 55 (TYP) �\ SHEET o � I- HEX NUTS STEEL (6 REO'D PER 16' IA HER ANCHOR BOLT), AND SE COVER FLAT WASHERS STEEL (6 REO'D PER ANCHOR BOLT) 1 ANCHOR Ei% A55EMBLT DETAIL I --- FOR FOUNDATION DETAILS, SEE THIS SHEET FOUNDATION NOTES: CONCRETE PAD OR EDGE O FOUNDATION SHALL BE LOCATED I- SCNATUBE SHALL NOT BE ALLOWED SIDEWALK PER STD PLAN AT LEAST 5 FROM CITY UTILITIES UNLESS 2. ALL FOUNDATION HARDWARE SHALL BE HOT -DIPPED GALVANIZED IN 120 OTHERWISE APPROVED BY THE CITY ACCORDANCE NTH THE LATEST WSOOT STANDARD SPECIFICATION SECTION POLE ELEVATION 9-29.6(5) FOUNDATION HARDWARE FOUNDATION DETAILS \� NEIGHBORHOOD STREET STD. PLAN - 116.1 PUBLIC WORKS PEDESTRIAN LUMINAIRE j. APPROVED: DEPARTMENT FIXTURE AND POLE DETAILS 7/27/2022 N j' Merlin Peslucha _.,.,.._ .., UA IE DocuSign Envelope ID: FFAgADCA-D050445F-B750-15F9271FC791 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 ALUMINUM DIE-CAST RING ON THE LOCKING SYSTEM. OPENING SYSTEM- A QUARTER -TURN LOCKING MECHANISM WITH CONSISTENT PRESSURE POINTS. ALLOWS A TOOL -FREE ACCESS INSIDE THE LUMINAIRE, TO THE LEDS AND DRIVER. MADE WITH CAST ALUMINUM PARTS AND SEALED WITH A GASKET COMPRESSION SYSTEM. THE LUMINIARE OFFERS 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 SCREWS HEAD 5/16-18 UNC LIIP "'Tr ^''! L -q" In a'� "' ^-'I" 71ICN MODULE OPTICALIELECTRICAL COMPONENTS LED BOARD: WATTAGE PER PLANS. 4000K (WHITE), IJPER 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 OUT THE PROPER UNIT. OPTIC: IES TYPE II (2L), III (3L), V (5L). THE OPTIC'S REFLECTOR IS MADE OF OPTIC PRE -ANODIZED ALUMINUM REFLECTING SHEETS (86% MIN. REFLECTION), MODULE SEGMENTED IN MULTIPLE FACETS AND VENTILATED BY MULTIPLE PERFORATION AND BY HEAT SINK RADIATOR TO KEEP THE LAMPS TEMPERATURE DOWN AND INCREASE THEIR LONGEVITY. THE ORIENTATION OF EACH FACET HAS BEEN TWIST -LOCK ® METICULOUSLY CALCULATED TO OPTIMIZE THE LIGHT DISTRIBUTION FOR EACH OPENING SYSTEM APPLICATION. DRIVER MODULE: WITH DRIVER, PRIMARY VOLTAGE 120 TO 277 VOLTS. 60 HZ. ASSEMBLED ON A TOOL -FREE REMOVABLE STAINLESS STEEL TRAY MATH QUICK -DISCONNECT CONNECTORS. HIGH POWER FACTOR OF 90%. MINIMUM STARTING TEMPERATURE -40T. DRIVER GENERA FnONS WIRING/HARDWARE: TYPE TEW 14-7, 12" MINIMUM EXCEEDING FROM LUMINAIRE. ALL ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE WITH QUICK -DISCONNECT CONNECTORS. ALL EXPOSED HARDWARE IS STAINLESS STEEL. EPDM AND/OR SILICON GASKETING ARE APPLIED. WIRE NUTS SHALL NOT BE ALLOWED. STRAIN RELIEF SHALL BE REQUIRED AND SHALL 13E PER MANUFACTURER'S RECOMMENDATIONS. FITTER MODULE LUMINAIRE WIRING SHALL BE INSTALLED PER STD PLAN 119. COLOR: RAL9005TX (JET BLACK) FINISH: TEXTURED. APPLICATION OF A POLYESTER POWDER COAT OF PAINT. (5 MILS/127 MICRONS). THE FINISH MEETS THE ASTM G7, 8117 AND D1654 REQUIREMENTS RELATIVE TO SALT SPRAY AND HUMIDITY PF'='STANCE. NEIGHBORHOOD STREET ` STD. PLAN - 116.2 .\). PUBLIC WORKS *9 PEDESTRIAN LUMINAIRE FIXTURE APPROVED: DEPARTMENT DETAILS aiai?ma I DocuSign Envelope ID: 9D980DA8-0385.4664-AE66-57BFF1561D7F _ „aCKET CABLE, #10 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"(MIN) COVER #8 BARE COPPER GROUND WIRE GROUND LUG TO LUMINAIRE /TO RECEPTACLE -120VAC RECEPTACLE WIRING, IF APPLICABLE, WIRING SIZE PER CONTRACT TO LUMINAIRE GREEN INSULATED WIRE, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTOR. TERMINATE AT LUMINAIRE -GROUND LUG U ER GROUND, NON -INSULATED #4 AWG STRANDED COPPER, PROVIDE 3' MIN. SLACK. 1 -EQUIPMENT GROUND ROUTE FROM GROUNDING LUG TFOUNDATION WIRE W/GREEN INSULATION u" FROM SERVICE CABINET, REBAR.. CONNECT REBAR USING AN ACORN SEE NOTE 2, THIS SHEET CLAMP 2 -LIGHTING SYSTEM 5/8'x8' COPPER CLAD 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: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2. 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. PUBLIC WORKS DEPARTMENT N "1 \le ' V' S,4ii5A�$ 11 i g GROUND CLAMP LUMINAIRE ELECTRICAL WIRING SYSTEM REVISION STD. PLANT - 119 APPROVED: 7/27/2022 1 9 MartJn Pastucha DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F ROUND POLE CAP ALUMINIUM SHROUD (BY MANUFACTURER) DOIE STYLE LED LUMNAIRE (WATTAGE PER BANS, TYPE 3 IES LUMINAIRE ARM LENGTH DISTRIBUTION. 4DOOK OCT. 120-277V UNIVERSAL DRIVER (750mA OR PER PLANS 10' MAX LOWER). WITH FLAT QA55 LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL 70 THE FIXTURE. FOR MOUNTING ARM DETAILS SEE STD PLAN 117.3, WRING PER SID PLAN 119, 9 X 1 (6) 1.3W DIA. X 2' LONG SLOTTED HOLES WIN t 1/4• DIA, 4' HEX PAINT SPECIFICATIONS: 21 7 }4" HEAD CONNECTING BOLTS AND NUTS � STEEL, ALL LUMNAIRE. POLE, CAST ALUMINUM BASE PARTS. AND ��-I ANY ADDITIONAL EQUIPMENT MOUNTED ON THE POLE �I 1r THICK SHALL BE FACTORY PRIMED AND POWDER COATED TO Pl BASE PLATE MATCH FINISH COLOR. _ ALL BANDING AND ALL OTHER MOUNTING HARDWARE 15-. BOLL CIRCLESHALL MATCH FINISH COLOR. FINISH COLOR. RAL 9005TY ".ET BLACK'. OR APPROVED PI.F PASS PLATE DETAIL EQUAL WTH PAINT CHIP FOUNDATION SHALL SUPPORT DECORATIVE IM;NAIRF POLE NOTES POLE SHOWN IN STANDARD PLAN © ROUND TUBULAR SECTION h 117.1A (NO TAPER) FOUNDATION, AND ANCHOR BOLT DOME STYLE LED LUMNAIRE DETAILS PER STANDARD PLAN (WATTAGE PER PLANS, TYPE 31ES 117.1A DISTRIBUTION, 4000K CCT, 120-277V - -- UNIVERSAL DRIVER (750MA OR LOWER), NTH RAT CLASS LENS) BY n CYCLOIE (OIL APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE 9" � FIXTURE. FOR MOUNTING ARM DETAILS z SEE STD PLAN 1173. WRRNG PER >- I " STD PLAN 119' 4'-0 ; 180 0 �tk LUMINAIRE ARM 270' I �� I g s ' E) 6 • DECORATIVE ROADWAY LUMINAIRES ARE MOUNTED AT Or = o . DECORATIVE PEDESTRIAN LUMINAIRES �I ARE NOUNTED AT IRO' •HANDHOLES ARE MOUNTED AT 180' ORIENTATION LOCATION FOR STREET LIGHT STANDARD DECAL ` NUMBERING DETAIL REFER TO CITY O RE14TON STD PUN 121 POLE SHAFT FABRSCATED FROM 6063-T4 ALUMINUM, HEAT TREATED TO T6 CONDITION a AFTER WELDING- 10' O.D.. 0,250' WALL AT BOTTOM O POLE SHAFT. 9.375' O.D AT 2Y $ UP FROM BUTT O POLE TAPERED BETWEEN 0 LUMINAIRE CONNECTIONS-. � DECORATIVE BASE COVER PER DETAIL, THIS SHEET 4X S' REINFORCED ALUMINUM HANDHOLE OPENING WIN 5/16'-18 HOLE FORA GROUND CONNECTOR AND FLUSH FITTING ALUMINUM DOOR W/ GASKET CASs ALUMINUM ANCHOR BASE, INSTALL ANCHOR BMI COVERS (PROVIDED BY POE MANUFACTURER) 6' HIGH SIDEWALK OR PLANTER STRIP ..... ,. ... •.. - ...; _ ; • ROADWAY CONCRETE PAD/SIDEWALK PER STD PLAN 120-1-1,IF SURFACE IS NOT LEVEL INSTALL CBOUT AT BASE OF POLE AND FOUNDATION PER STRUCTURAL AhkLY BASE COVER. PROVIDE 1/2- DIA �P: .I•, - EE THROUQH GROUT POLE ELEVATION 9 14' OCTAGONAL SPLIT Ti OP t-B� CAST IRON BASE WITH REMOVABLE ACCESS DOOR 21' DECORATIVE BASE COVER ARTERIAL STREET STD. PLAN - 117 1 PUBLIC WORKS DECORATIVE LUMINAIRE POLE APPROVED: 1 DEPARTMENT DETAILS f _ 7/27/2022 1 5 �-�i Martin PasWcha NZ DATE DocuSign Envelope ID: 909BODA8-03854664-AE66-57BFF1561D7F T-O' 000 0 0 LUMINAIRE POLE -' JUNCTION BOX CONCRETE PAD, PLAN MEW BROOM FINISH LUMINAIRE POLE CONCRETE PAD I 1 4' JUNCTION BOX LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES: 1. LUMINAIRE CONCRETE PAD SHALL BE 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. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES ONLY -v M LUMINAIRE POLE, JUNCTION BOX - CONCRETE SIDEWALK PLAN NEW PER STD PLAN 102 LUMINAIRE POLE CONCRETE SIDEWALK PER STD PLAN 102 JUNCTION BOX LUMINAIRE CONCRETE FOUNDATION SIDE MEW LUMINAIRE WITH SIDEWALK DETAIL V-G" CONCRETE PAD J / 1'-0" JUNCTION BOX PLAN MEW CONCRETE PAD JUNCTION BOX SIDE NEW INDMDUAL JUNCTION BOX PAD DETAIL LUMINAIRE CONCRETE STDPLAN - 120 PUBLIC WORKS PAD/SIDEWALK AND APPROVED: DEPARTMENT JUNCTION BOX CONCRETE PAD MartHnPaswcna 7/27/2022 Nib DATE SURVEYED: OTHERS DESIGNED: D 149 DRAWN: D 149 CHECKED: SSO TD, BY DATE AP P R APPROVED: OTB DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F SMALL CELL SHROUD BY OTHERS, SHROUD SHALL BE SECURELY FASTENED TO THE TOP OF POLE WA A36 STEEL, PAINT SPECIFICATIONS NUTS AND BOLTS, MOUNTING DETAILS PER POLL �o°� _ I K" TICK ALL LUMINAIRE, POLE, CAST ALUMINUM 1 MANUFACTURER OTHERWISE PROVIDE POLE CAP •'" �� BASE PLATE BASE PARTS, AND ANY ADDITIONAL ALUMINUM SHROUD EQUIPMENT MOUNT© ON THE POLE EOO (BY MANUFACTURER) "••.• SHALL 8E FACTORY PRIMED AND POWDER 15"I BOLT CIRCLE COATED TO MATCH FINISH COLCR. DONE STYLE LED LUYINMRE (WATTAGE PER (5) 1..38' DIA. HOLES NTH 1 1/4" LUMINAIRE ARM PLANS TYPE 3 IES DISTRIBUTION, 4000K CCT, DIA, 4" HEX HEAD CONNECTING ALL BAkgNG AND ALL OTHER MOUNTING 120-277V UNIVERSAL DRIVER (750MA OR BOLTS AND NUTS HARDWARE SHALL MATCH FINISH COLOR. .,� LENGTH PER PLANS, LOWER), WITH FLAT CLASS LENS) BY CYCLONE 10' MAX (OR APPROVED EQUAL) DRIVER SHALL BE POLE BASE PLATE DETAIL FINISH COLOR: RAL 9005TX ",ET BLACK' INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM Y-O' OR APPROVED EQUAL WTH PAINT CHIP I DETAILS SEE STD FUN 117.3. WIRING PER SID PLAN 119 DECORAPVE LUM'NAIRE POLE NOTES + � ONE 2' CONDUIT, UNLESS OUT V OTHERWISE ON THE PLANS STUBQUi 1' 8 -} Q) ROUND TUBULAR SECTION FROM EDGE OF CONCRETE FOUNDATION (NO TAPER) AND CONNECT TO CITY JUNCTION BOX PER STD PLAN 119 ti 74' ONE 2" CONDUIT, STUBOUI V FROM /3 OF POLE SPACE FOR EDGE OF CONCRETE TION CONNECT TO CARRIER .UNCTONA BOX: ARRIER ORIENTED AT 90' OR TYPE 1 OR TYPE 2 .UNCTION BOX 70' FOR LENGTH DF POLE FOUNDATION SECTION GROUND POLE TO FOUNDATION CONDUITS, SEE FOUNDATION SECTION. PER STD PLAN 119 180'0' F 027T THIS SHEET ANCHOR BOLTS. SEE ANCHOR BOLT x ASSEMBLY DETAIL, MS 54LET '^ g TOP OF CONCRETE PAD/SOEWALK 2/3 OF POLE SPACE FOR CITY/UTIDTY POLE CHAMBER DETAIL DOME SINE LED LUMINAIRE of (WATTAGE PER PLANS TYPE 3 IES DISTRIBUTION. 400gt OCT. '^ 120-277V UNIVERSAL DRIVER (75O.A OR LOWER), WITH FLAT REBAR PER STRUCTURAL ANALYSIS J GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE 4'-0* N( FOR MOUNTING ARM DETAILS SEE LUMINAIRE ARM STD PLAN 117.1 WIRING PER PLAN T-436004 SCALE: HOR ZO TAL AS NOTED NAD 11983/1991 ' C T Y OF VR RENTON ONE INCH DATUM AT FULL SCALE Plan ning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY FOR STREET UCHT STANDARD ;� G I8Q• I -p• I 7-0 W DECAL NUMBERING DETAIL j >5 ) REFER TO CITY OF RENTON s sm PLAN I21 $ 270 FOUNDATION DETAIL • DECORATIVE ROADWAY LUMINAIRES 1.38- DO HOLE (TY A595 OR. A, SSWS. ARE MOUNTED AT 0' �+ TAPERED STEEL POLE • DECORATIVE PEDESTRIAN LUIINAIRES t' NICK STEEL PLA of SHAFT, 353V LONG, 0.2W ARE MOUNTED AT 180' }S THICK, 10.83' BOTTOM 0.0.. • HANDHOLES ARE MOUNTED AT 180' BOLT CIRCLE PER $ 583" TOP O.D. 1! POLE BASE PLATE o ORIENTATION LOCATION DETAIL. THIS SHEET b ANCHOR BOLT EMPLATE DETAIL + rz (2) STEEL 4' 110' RAND 15 HOLE WITH COVER APO NUT F A 9 HOLDER NTH FASTENERRS FOR ANCHOR BOLT IEABLATE (TYP) GROU ANCHOR BOLT, 4 TOTAL, I K' J ALUMINUM BASE COVER, SEE x' CIA., STEEL F1554 OR GRACE 55 Z STANDARD DETAIL 117,1E L: (TYP) 6' HIGH SIDEWALK UR PLANTER STRIP 1 1i' HEX NUTS (6 REOD PER g < a ANCHOR BOLT), AND PLAT WASHERS (6 REO'D PER _ ROADWAY ANCHOR BOLT) CC.NOREIE PAD/SIDEWALK PER STO PLAk 12CI F SURFACE5 NOT LEVEL, INSTALL GROUT AT ANCHOR BOLT ASSEMBLY DETAIL SEE FOUNDATION DETAIL, THIS SHEET EDGE OBASE OF POLE AND BAY COVER, PROVIDE 1 /2- FOUNDATION NOTES FOUNDATION SHALL BE LOCATED AT LEAST 5_ DIA DRAIN TUBE THROUGH GROUT 1. SONOTURES SHALL NOT BE ALLOWED AWAY FROM CITY UTUTIES UNLESS OTHERWISE 2. ALL FOUNDATION HARDWARE SMALL BE HOT -DIPPED GALVANIZED I APPROVED BY THE OITr ACCORDANCE A" TI.- � "F ' ti.:,�.,' < " PO SPECIFICATION PUBLIC WORKS DEPARTMENT NS ION SECTION 9 FOUNDATION DETAILS ARTERIAL STREET STD. PLAN 117 1 A SMALL CELL DECORATIVE APPROVED: LUMINAIRE POLE DETAILS Pastucha 7/27/2022 1 Mahn DATE PROJECT NO. TENW 2025-053 � • • �F WAS,SF �%% lr� w 2- Fs �.,c�STE��•v�A EN SiONAL�520 KIRKLAND WAY, SUITE 100, KIRKLAND, WA, 98033 STELLA OH I STELLA@TENW.COM 1 206-412-6743 07-30 2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 HIi DEVELOPMENT ENGINEERING HBray 02/10/2026 HARMONYRIDGE RENTON, WA 98058 ILL UM/NA T/ON DETAILS DATE: FIE0 D7130125 PAGE: IL-04 SHEET: A OF: C N N 0 L CV 1 L J co J C) C) MMI c' N rr 0- CD (0 co I T I O rr I- O Z Q z DocuSign Envelope ID: 9D9BODA8-0385-4664-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-\ 1 2 3 4 C 5 s (3 z 7 MA>e91SW EXAWIE A-PEDESTRIAN SCALE CURB DECAL TRAFFIC �- FL�w WJ10RBRATIOM FOR POLES SMW M ON atD PLAM 11L1 90• PEDESTRIAN SCALE DECAL PEDESTRIAN SCALE CURB DECAL CURB TRAFFIC TRAFFIC ~ FLOW OD DECAL ORIENTATION IN M= SHOWN ON STDIAI.AN1172 TRAFFIC FLOW YDllM1M NEKW DETAL DECAL O111111111IfAT10N FOR POCES OH M11 ON SIO PLAN 117.1 i N7.1A 1-3/4' TO 2" DI ae" I N ; ROADWAY SCAMI DECAL PEDES'11UAMi SCALE DECAL DECAL NOTES; 1. DECALS SHALL BE REFLECTORIZED, GOTHIC FONT, COLD OR WHITE LEGEND ON BLACK BACKGROUND SCALE CALE o� LUMINAIRE STANDARD DECAL STD. PLAN - 121 !� PUBLIC WORKS NUMBERING SYSTEM APPROVED: P DEPARTMENT M 1011;aswcha 7/27/2022 1 N T' DATE DocuSign Envelope ID: 909BODA8-0385.4664-AE66-57BFF1561 D7F ELECTRICAL SERVICE/BBS CABINET CONTROLLER CABINET SHIM TO PLUMB SEE NOTE : 3 - /4 REINFORCING BAR (EQUAL SPACES) SEE NOTE 5 - NOTES 1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. MOUNT TOP SMALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REOUIREMENTS OF SECTION 8-14 3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PAD MOUNT DESIGN IS TYPICAL 3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 4 ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL. 5 CONDUIT SIZES/QUANTITIES FOR CONTROLLER CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2' SPARE CAPPED OUT PAST THE FOUNDATION. 6. CONCRETE CLASS PER STO PLAN 135. 7. 2- CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SERVICE/BBS CABINET TO THE CONTROLLER CABINET. S. EACH CABINET SHALL HAVE A is DIAMETER PLASTIC DRAIN PIPE. 9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS 10. WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. 11. WOODEN SHIMS SHALL NOT BE USED IZ GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3, I& CONDUIT SIZES/QUANTITIES FOR ELECTRICAL SERVICE CABINETS SHALL IB BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2- SPARE CAPPED OUT PAST THE FOUNDATION, -SHIM TO PLUMB ES) NOTE 3 - 2" i- FRONT VIEW 3/8' DIAMEIER PLASTIC DRAIN (ONE PER CABINET) SEE NOTE 7 3/8' DIAMETER PLASTIC DRAIN SEE NOTE 13 3 - H REINFORCING BAR (EQUAL SPACES) PLAN NEW COMBINED CONTROLLER /ELECTRICAL GERM /BBS FOUNDATION CABINET FOUNDATION PUBLIC WORKS DETAILS DEPARTMENT NF= HOPo20NTAL COMBINED FOUNDATION REINF. BAR DIAGRAM 6 PIECES STD. PLAN - 126.2 APPROVED: Maros4atuchs 7/27/2022 DATE SE 1/4 SECTION 20y TOWNSHIP 23 N., RANGE 05 E.) W.M. DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959 O z ® :o � � UWO O(IOa z 0 Ao -f Ui - �xxw 'jw0H ZZ(�Q> JHE-Z ppqq UI I � a�ivE"S >(6UQ Uw=aC] OQ�U a waw Lu F--Z�jH ll�w00II-- LL�- w O ZJI-w w xJLL Ow~�m jZO of ",'Qf2 Q-� cnnCEL fn`ri OZca g LL zF ECUwx wZ 0LL=0 LLw0z wj=� ww00 xzaC9 �Zw w w W zI�--. x= w w 0 " W az gxw0 dam PUBLIC WORKS p, tom DEPARTMENT 0 oB tau zt LLU Fin a ¢ zJa Wm r J 8< w 0 aLLu, U C SERVICE CABINET CV 04 z > a H N IY a 0 z Q 0. 0 a LL (n w I- O z X w CC th L6 a x a w z U) 0 N 0 DocuSign Envelope ID: 894DBTZE-3255-4A63-AOF1-3BA20AAF74CA GENERAL NOTES: 1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL 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 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 PROWAG 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. SIGNAL 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, ALL DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL FOR ALL SIGNAL PHASES. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING DETECTION. 10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION MAINTENANCE PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION MAINTENANCE MANAGER OR OTHER TRANSPORTATION REPRESENTATIVE. 11. NEW PTZ CAMERA SHALL BE REQUIRED WHEN A NEW TRAFFIC SIGNAL SYSTEM IS INSTALLED, WHEN LANE CONFIGURATION IS MODIFIED WITH NEW SIGNAL PHASING, AND/OR WHEN EXISTING PTZ CAMERA(S) REQUIRE RELOCATION. 12. ARROW BOARDS SHALL BE REQUIRED TEMPORARY TRAFFIC CONTROL WHEN CLOSING A TRAVEL LANE AND SHALL BE MUTCD COMPLIANT. _ - TRANSPORTATION NOTES * PUBLIC WORKS DEPARTMENT REVISION STD. PLAN - 135 AF-UOVED: 5/2/2024 1 4 `Marlin Pastueha DATE DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959 IL OMPU,NF N 1 St HEDU11. lO METERBASE: 200 AMP. 4 JAW, MANUAL BYPASS. B-LINE U264 W/ 51N JAW AT 9:00 POSITION O PANF.LBOARD: 120/240 VAC, 125 AMP COPPER HITS. I PHASE, 3 N IRE. IN c K 1, I0K AIC MAIN BREAKER: 200 AMP FRAME, 200 AMP TRIP, 2 POLE, EATON ED2200 BOLT -ON BRANCH BREAKERS, EATON TYPE BAB: 2 - 2012 ILLUMINATION A, B I - 20/1 ITS 1 - 20/1 GROUND FAULT RECEPTACLE I -40/1 SIGNAL (IF PRESENT) 1 - 4011 AUXILLIARY SIGNAL (IF PRESENT) 2 - 60/2 SMALL CELL BRANCH 1 - IS/ CONTROL 3 - 20/1 SPARE 30 CONTACTOR: NEMA LIGHTING RATED, 30 AMP 4 POLE, 120 VAC COIL, SQD 891 ODPA34VO2 - 1 REQUIRED CTRIC CELL: 18M WATT, 120 VAC, TWIST LOCK, ALR #SST-IES-UL 0 PHOTO ELE MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW 50 PHOTO -CELL BYPASS SWITCH: SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK) O 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" ANGLE, 2 SCREENED AND GASKETED VENTS, REMOVABLE EQUIPMENT MOUNTING PAN, CABINET GROUND WITII MINIMUM BONDING WIRE TO NEUTRAL DOORS: HEAVY-DUTY CONCEALED HINGES (LIFT-OFF TYPE),STAINLESS STEEL VAULT HANDLES WITH ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLOSED CELL NEOPRENE GASKET, "BEST' LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLDER, PADLOCKABLE UPPER METER DOOR WITH POLISHED SAFETY GLASS WINDOW DEADFRONT: FANGED AND SECURED WITH QUARTER -TURN FASTENERS FINISH: MILL FINISH ALUMINUM I - REQUIRED UL LISTED PER STANDARD #508A "SUITABLE FOR USE AS SERVICE ENTRANCE" NOTE: 1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE PUBLIC WORKS DEPARTMENT NS SURVEYED: OTHERS DESIGNED: D 149 DRAWN: D 149 CHECKED: SSO TD, BY DATE AP P R APPROVED: OT9 SERVICE CABINET NOTES DIAMETER = 7/8" 4-7/8" 1 /4" LOAD LINE 1 /4" FUSE CUTTING RINGS EPDXY FILL III I i I. INLWE SPLICE rnnvv nr I VYT� JF'LIVC - 122.2 SPLICE KIT FUSE KIT & SPLICE KIT DETAILS PUBLIC WORKS p, tom DEPARTMENT 0 oB tau zt LLU Fin a ¢ zJa Wm r J 8< w 0 aLLu, U C SERVICE CABINET CV 04 z > a H N IY a 0 z Q 0. 0 a LL (n w I- O z X w CC th L6 a x a w z U) 0 N 0 DocuSign Envelope ID: 894DBTZE-3255-4A63-AOF1-3BA20AAF74CA GENERAL NOTES: 1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL 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 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 PROWAG 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. SIGNAL 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, ALL DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL FOR ALL SIGNAL PHASES. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING DETECTION. 10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION MAINTENANCE PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION MAINTENANCE MANAGER OR OTHER TRANSPORTATION REPRESENTATIVE. 11. NEW PTZ CAMERA SHALL BE REQUIRED WHEN A NEW TRAFFIC SIGNAL SYSTEM IS INSTALLED, WHEN LANE CONFIGURATION IS MODIFIED WITH NEW SIGNAL PHASING, AND/OR WHEN EXISTING PTZ CAMERA(S) REQUIRE RELOCATION. 12. ARROW BOARDS SHALL BE REQUIRED TEMPORARY TRAFFIC CONTROL WHEN CLOSING A TRAVEL LANE AND SHALL BE MUTCD COMPLIANT. _ - TRANSPORTATION NOTES * PUBLIC WORKS DEPARTMENT REVISION STD. PLAN - 135 AF-UOVED: 5/2/2024 1 4 `Marlin Pastueha DATE DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959 IL OMPU,NF N 1 St HEDU11. lO METERBASE: 200 AMP. 4 JAW, MANUAL BYPASS. B-LINE U264 W/ 51N JAW AT 9:00 POSITION O PANF.LBOARD: 120/240 VAC, 125 AMP COPPER HITS. I PHASE, 3 N IRE. IN c K 1, I0K AIC MAIN BREAKER: 200 AMP FRAME, 200 AMP TRIP, 2 POLE, EATON ED2200 BOLT -ON BRANCH BREAKERS, EATON TYPE BAB: 2 - 2012 ILLUMINATION A, B I - 20/1 ITS 1 - 20/1 GROUND FAULT RECEPTACLE I -40/1 SIGNAL (IF PRESENT) 1 - 4011 AUXILLIARY SIGNAL (IF PRESENT) 2 - 60/2 SMALL CELL BRANCH 1 - IS/ CONTROL 3 - 20/1 SPARE 30 CONTACTOR: NEMA LIGHTING RATED, 30 AMP 4 POLE, 120 VAC COIL, SQD 891 ODPA34VO2 - 1 REQUIRED CTRIC CELL: 18M WATT, 120 VAC, TWIST LOCK, ALR #SST-IES-UL 0 PHOTO ELE MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW 50 PHOTO -CELL BYPASS SWITCH: SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK) O 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" ANGLE, 2 SCREENED AND GASKETED VENTS, REMOVABLE EQUIPMENT MOUNTING PAN, CABINET GROUND WITII MINIMUM BONDING WIRE TO NEUTRAL DOORS: HEAVY-DUTY CONCEALED HINGES (LIFT-OFF TYPE),STAINLESS STEEL VAULT HANDLES WITH ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLOSED CELL NEOPRENE GASKET, "BEST' LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLDER, PADLOCKABLE UPPER METER DOOR WITH POLISHED SAFETY GLASS WINDOW DEADFRONT: FANGED AND SECURED WITH QUARTER -TURN FASTENERS FINISH: MILL FINISH ALUMINUM I - REQUIRED UL LISTED PER STANDARD #508A "SUITABLE FOR USE AS SERVICE ENTRANCE" NOTE: 1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE PUBLIC WORKS DEPARTMENT NS SURVEYED: OTHERS DESIGNED: D 149 DRAWN: D 149 CHECKED: SSO TD, BY DATE AP P R APPROVED: OT9 SERVICE CABINET NOTES DIAMETER = 7/8" 4-7/8" 1 /4" LOAD LINE 1 /4" FUSE CUTTING RINGS EPDXY FILL III I i I. INLWE SPLICE rnnvv nr I VYT� JF'LIVC - 122.2 SPLICE KIT FUSE KIT & SPLICE KIT DETAILS AT]OPTED CITY OF RENTON STANDARD PLANS LET DATE: 04/04 _.. .___. nwr. NAAAF• .InlI CP Par: -In1'. SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM T-436005 C TY OF RENTON VASOF Plan ning/Building/Public Works Dept. DocuSign Envelope ID: 9D9BODAB-0385-4664-AE66.57BFF1561D7F CONDUIT ENTRANCE AREA, SEE NOTE 13, STD PLAN 126.2 SEE STD PLAN 126.2 FOR ADDITIONAL NOTES PLAN VIEW SIZE TO FIT SIZE TO FIT CABINETCABINET 6" 6" 1'-0" 1'-0" "' -GRADE LEVEL FRONT VIEW SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION SEE STD PLAN 126.2 FOR ADDITIONAL NOTES El SHIM TO PLUMB T SEE NOTE 3 o 4 HOOPS !A 4 BAR EACV CORNER `6" MIN - - - 1 TO 2" 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET QEPTH 1'-6" + 2 1'-6" - - - - #4 BAR EACH } z + i I #4 CORNER m _ _ _ A _HOOPS " 10 III ! PLAN VIEW CONDUIT ENTRANCE AREA, SEE NOTE 5, STD PLAN 126.2 CONTROLLER CABINET FOUNDATION CABINET FOUNDATION STD. PLAN - 126.1 PUBLIC WORKS DETAILS APPROVED: p DEPARTMENT ManlnPastucha 7/27/2022 1 N DATE PROJECT NO. TENW 2025-053 5�d?\ T Bi ��•�oF1Wgsti •%17� w A.� i. Fs �.,c/STV_'w.•v�A EN S16NAL•t� 520 KIRKLAND WAY, SUITE 100, KIRKLAND, WA, 98033 STELLA OH I STELLA@TENW.COM 1 206-412-6743 07-30 2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ri DEVELOPMENT ENGINEERING l HBray 02/10/2026 HARMONYRIDGE RENTON, WA 98058 ILL UM/NA T/ON DETAILS DATE: FIE0 D7130125 PAGE: IL-05 SHEET: c OF: C 1 LJ co Q J 0 (D C) L'J MMI N