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HomeMy WebLinkAboutzT-4305set0 N O O N WE M I T 1 O rr eV L\ O O W O DocuSign Envelope ID: B16CE03A-ED99-4F11-B559-FEB382C92BFB 2" RADIUS B (TYP.) 1" BORDER 2" RADIUS (TYP.) C 1 " BORDER GENERAL NOTES: 1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY 2. SIGNS WITH TWO LINES OF STREET NAMES SHALL USE ARROWS TO INDICATE LOCATION OF STREETS 3. A CITY LOGO SHALL BE INCLUDED ON MAST ARM MOUNTED STREET NAME SIGNS THAT ARE TO BE INSTALLED IN DOWNTOWN CORE. SIZE OF LOGO SHALL BE AT LEAST 12" HIGH. 4. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR APPROVED EQUAL 5. SIGN BLADE THICKNESS SHALL BE 0.125" 6. SIGN SHEETING SHALL BE 4000 SERIES 3M DIAMOND GRADE REFLECTIVE SHEETING OR APPROVED EQUAL 7. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED 8. FOR SIGN MOUNTING DETAILS, SEE WSDOT STANDARD PLAN G-30.10 9. SIGN PROOFS FROM THE MANUFACTURER SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO FABRICATION OF MAST ARM MOUNTED STREET NAME SIGNS COLORS LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.) BACKGROUND - GREEN (REEL.) UtisY o� MAST ARM MOUNTED �, per- 132 PUBLIC WORKS STREET NAME SIGNS A OVED: DEPARTMENT 7/30/2018 DATE SIGN TYPE SIGN DIMENSIONS A B C D MAST ARM MOUNTED MIN 18" VARIES 12" 9" 4: 0' DocuSign Envelope ID: B16CE03A-ED99-4F11-B559-FEB382C92BFB 1.5" RADIUS B (TYP.) A C D D E 0.3" BORDER (TYP.) A SIGN DIMENSIONS SIGN TYPE A B C D E POST MOUNTED STREET NAME SIGN (SPEED LIMIT <40MPH) 8" VARIES 6" 4.5" 3.5" POST MOUNTED STREET NAME SIGN (SPEED LIMIT >40MPH) 12" VARIES 8" 6" 5" GENERAL NOTES: 1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY 2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR APPROVED EQUAL 3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0.080 GAUGE 4. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL 5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED 6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL 129, EXCEPT MOUNTING HEIGHT SHALL BE 9'-0" COLORS LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REEL.) BACKGROUND - GREEN (REFL.) GtiTY o POST MOUNTED TD. PLAN- 134 PUBLIC WORKS STREET NAME SIGNS + ' DEPARTMENT ROVED: 7/30/2018 DATE NO. REVISION 4:0 w O U < m 1'-6"UNLESS NOTED OTHERWISE IN CONTRACT STOP LINE WHITE OR YELLOW - SEE CONTRACT CHEVRON OR DIAGONAL CROSSHATCH MARKING W = 8" (IN) FOR POSTED SPEED LIMIT OF 40 MPH OR LOWER W = 12" (IN) FOR POSTED SPEED LIMIT OF 45 MPH OR HIGHER DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F o EDGE LINE O FD 5'-01, PAVED _/ SHOULDER MARKING AREA = 11.73 SQ.FT. HALF -MILE MARKER o EDGE LINE iD PAVED SHOULDER MARKING AREA = 6.00 SQ.FT. FULL MILE MARKER AERIAL SURVEILLANCE MARKERS 12" X 18" R7-2 NO PARKING (SYMBOL) LEFT/DOUBLE/RIGHT ARROW, TOW AWAY SIGN WITHIN O O 12" X 24" R7-2 NO PARKING (SYMBOL) WITHIN## FEET, TOW AWAY SIGN 'I zo O LL -45 so NO PARKING SIGN ORIENTATION DETAIL NOTES: 1. NO PARKING SIGNS SHALL FOLLOW THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. NO PARKING SIGNS SHALL BE COVERED WITH UV PROTECTIVE FILM, AVERY OL100 OR APPROVED EQUAL. 3. NO PARKING SIGNS SHALL BE INSTALLED ON METAL POSTS PER STD. PLAN 129. 4. NO PARKING SIGNS SHALL BE ORIENTED 45 DEGREES TO DIRECTION OF TRAFFIC, SEE DETAIL, THIS SHEET. 5. FOR DOWNTOWN, BACK OF NO PARKING SIGNS AND MOUNTING HARDWARE SHALL BE BLACK. �Y o NO PARKING SIGN DETAILS AFFPUBLIC WORKS S 0 E�_ 136 DEPARTMENT Martin Pastucna 7/27/2022 F N j DAIS BY I DATE I APPR SURVEYED: OTHERS DESIGNED: FLWO SAINOT77 DRAWN: CHUCK FENCING CHECKED: MICHAEL MOODY APPROVED: MICHAEL MOODY ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- HAD 1983/1991 DATU M :44 1 CENTERLINE OF JUNCTION BOX, ✓� PULL BOX, OR CABLE VAULT ! ! I I EDGE LINE 9p I I NOTE 1. If Rumble Strips are present, install marking outside of the Rumble Strip. CENTERLINE OF CROSS CULVERT . I � C3 .O I� PAVED SHOULDER w JUNCTION BOX, PULL BOX, OR r:ARI F VAULT PAVED SHOULDER I I MARKING AREA = 0.56 SQ. FT. JUNCTION BOX, PULL BOX, OR CABLE VAULT MARKINGS EDGE LINE 4" TYP. 90° 90° m 2'-0, PAVED SHOULDER T-430502 CITY OF RENTON VASSiv Planning/Building/Public Works Dept. MARKING AREA = 1.06 SQ.FT. DRAINAGE STRUCTURE INLET DRAINAGE MARKING EDGE LINE 8' ANGLE OF a� CROSS CULVERT MARKING AREA = 0.56 SQ.FT. CROSS CULVERT DRAINAGE MARKING tit* J. WASy7�c��� 36103 �N �C1 STS'W s' 10NAL SSG Walsh, RTian Jun 24 2014 2:35 PM SYMBOL MARKINGS MISCELLANEOUS STANDARD PLAN M-24.60-04 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Bak tic Pasco Jun 2420144.43 PM AMW STATE DESIGN ENGINEER Washington State Department of Transportation PROJECT NO. 2008 1K •'wAry M ,�c,•�� fy p� CIVIL ENGINEERING :-4ORE LANDSCAPE ARCHITECTURE PLANNING • 41843 '� DESIGN SURVEYING O GISTER:'� `�sIaNAL ENVY` 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 04/02/25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 TRANSPORTATION OPERATION + cbarnes 03/13/2025 ' JONES RENTON SHORT PLA T 3102 PARKAVEN, RENTON, WA 98056 FIELDBOOK: PAGE SIGNING & CHANNEL IZA T/ON DRAWING N0: NOTES & DETAILS C7.31 SHEET:24 GF:34 ) M co N O N i 0 J V L� O vJ W 1 0 N O O N WE Lij Q z w Ll EX R/W — — E 0 rZ W y �— G �I I w w w w 9f00 w w w- . — I— _ — DA DV A 1/C N • ss 2 / 1\ ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. #8 SERVICE #2 EQUIP. GROUND NO. 1 2" SCH80 PVC 2 1 2 2" SCH80 PVC 4 1 3 3" SCH80 PVC 3 4 3" SCH80 PVC 4 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ILLUMINATION LEGEND EX NEW DESCRIPTION B p JUNCTION BOX TYPE 1,2 O )11�� ROADWAY LUMINAIRE POLE UTILITY MOUNTED LUMINARE UTILITY POLE PEDESTRIAN LUMINAIRE POLE — — — CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET OCONSTRUCTION NOTE O LUMINAIRE POLE NUMBER AWIRE NOTE 1 1 1 1 -3.3' CENTER POLI TO CENTER STORM LINE Z 10 40 0 20 60 SCALE IN FEET G G — 1 w w 2 rZ W Z — EX =�IW w y EX R/W G G GL — G G G � G G N 05, 11f00 7 — —12f00 ss�ss o 6 1 N 2 w T— �— — lJ400 -- w w 7 w w A w w w W ,., w I I I I I V � OI I od N i 1 1+ 7 I 1 � I I I I 2 1 I ZT 4.8' CENTER POLE TO CENTER STORM LINE L r-- F _J REVISION `-Q�--J SURVEYED: OTHERS DESIGNED: DAG TD DRAWN: DAG CHECKED: TOR KE! BY DATE A P P R APPROVED: CTB OHP 6 EX R rrli �I of I Z a 0 co O It N ILLUMINATION CONSTRUCTION NOTES OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 116.1. FOUNDATION SIZE AND DEPTH SHALL BE DETERMINED PER STRUCTURAL ANALYSIS. FURNISH AND INSTALL NEW NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-02, 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. OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.1. FOUNDATION SIZE AND DEPTH SHALL BE DETERMINED PER STRUCTURAL ANALYSIS. FURNISH AND INSTALL NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, TWO LUMINAIRES, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-02, AND PER CITY OF RENTON STD PLANS 117.1, 117.3, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. YCONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF RENTON STD PLANS 126.1 & 126.2, SHEET IL-03. FOUNDATION 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-03. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OTHE POWER SOURCE LOCATION WAS NOT KNOWN AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL COORDINATE WITH PSE TO IDENTIFY A LOCATION 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 COODRINATE 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. OEXISTING TIMBER UTILITY POLE TO BE REMOVED OR RELOCATED. SEE CIVIL PLANS FOR ADDITIONAL DETAILS. CONTRACTOR SHALL COORDINATE WITH PSE FOR THEM TO REMOVE EXISTING LUMINAIRE AND ARM. O6 EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.2. FOUNDATION SIZE AND DEPTH SHALL BE DETERMINED PER STRUCTURAL ANALYSIS. FURNISH AND INSTALL NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-02, AND PER CITY OF RENTON STD PLANS 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. T-430504 SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y OF RENTON ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY PROJECT NO. TENW 2024-0 15 TREVIN ROLETTO, P.E. TEN W SENIOR PROJECT MANAGER ROLETTO@TENW.COM 425-250-0583 •�� 520 KIRKLAND WAY, SUITE 100, KIRKLAND, WA, 98033 �Mwwr+' V 0410212025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING HHuynh 04/17/2025 JONES RENTON SHORT PLA T 3102 PARlfAVEN, RENTON, WA 98056 ILL UM/NA T/ON PLAN W DATE: 04102125 FIE PAGE: O DRAWING/Lo01 SHEET: 23 OF:26 6.1 Q O Vj O O 1 DocuSign Envelope ID:9D950DAB-0385-4664-AE66-57BFF15ra1D7F PAINT 5PECIFrA FJN.S; ALL ALUMINUM LUMINAIRE AND POLE RELATE{) PARTS SHALL K FACTORY PRIMED AND POWDER COATED. aL% COLOR' RAIL MIX 'XT BLACK-. OR APPROVED EQUAL WTH PAINT CHIP PRESAGE SERIES (CY17T4) LED POST -TOP LUMINAIRE (WATTAGE PER PLANS, a•COOK CUT" 120-277V UNIVERSAL DRIVER, WITH V53AR n FOt3BFn ACRYLIC LENS) BY GTCLONE (OR APPROVED EQJAL)• DRIVER SHALL BE IHTEGRAL TO THE FIXTURE FOP.STREET LR{ IT STANDARD DECAL NUMTERING DETAIL AFTER TD 1 ITY 4F RENTON STD PLAN 121 W-O' FLOUTED SHAPE, 5' DIAMETER. 53RA113111T ALUWNUAI POLE (P015-T4-9046-RAL9OD5TX-TN45) BY CYCLONE (OR APPROVED EQUAL) INSTALL MWT AND PROVIDE 1/2' DIA DRAIN TUBE T4HRMCH 1' THICR BASE PLATE (A) 1 114' DIAL. z 1 5/8" LG. SLOTTED IDLES R = 2" (TYP) ,ate t •� BASE PLATE DETAIL 24 a - #5 BARS. 2' CONDUIT UNLEL3ENLY SPA{gIT STATED OTHERWISE OH PLANS CENTER CON130T IN FOUNDATION DOLT CIRCLE (DIA PER ANCHOR DOLT BASE PLATE DETAIL. THIS 44EETI #4 HOOPS 9 12- FOUNDATION SECTION 2' CONDUIT UNLESS GROUND POLE TO STATED 4THERWI DN FDURDATION PER PLANS L STD PLAN 119 v" 2'-W L9N CONDUIT 00+ER I � EXTEND CONDUIT 6" UIN BEYONDFOUNDATION OR OR COHIROLLED c DEN" BACKFILL - s 14 HOOPS 0 12- � L 8 - �5 BARS EVENLY SP90 2 1/2 CUR c v A GROUTLOCATE OTUBE WITHT Hi1H SURFACE DOWNWARD ARD i SLOPE DIRLCTU4 9 4 FOUNDATION DETAIL k. �- 1 1/8" DIAL HOLE r ,3, T - 3/B'THICK STEEL PLATE BOLT CIRCLE (DIA PER BASE PLATE 2"x5" HANaHOLE POLE BASE DETAIL DETAIL. THIS 5HEET) DECMMTIVE ALUMINUM CLAMSHEL.L ANCHGn BOLT ILMPLATE DETAIL BASE COVER OD46 BY CYCLONE (OR APPROVED EQUAL) F AON L FOIE BASE BOLT. 4 101AL, 1' DIA, STEEL SEE DETAIL. THIS F1554 OR GRADE 55 (TYP) SHEET I d 1' HEX NUTS, STEEL (6 REQ'D PER ANCHOR BOLT), ImD ts' A FLAT WASHERS, STEEL (Fi REVD PER ASE COVER ANCHOR BOLT) ANCHOR ROLT ASSEMBLY DETAIN. FOR FOUNDATION DETAtS, 'SEE THIS SKEET. FOUNDATION NOTES: CONCRETE PAP OR EOCF OF FOUNDATION.SHALL BE LOCATED 1. SONATUB€ SHALL NOT BE ALLOWED SIDEWALK PER STD PLAN AT LEAST 5' fTRON CITY DTllTES UNLESS 2, ALL FOUNDATION HARDWARE SHALL BE ROT-D1PPU I+ iAN12ED IN t2O OTHERWISE APPROVED BY THE pTY ACCORDANCE IW TH THE Lot; ST VSBU' STAN?ARD '.AKIN SECTION POLE ELEVATION 8-29.8(5) F(xNaAnaN HA=L.h >. + )` PUBLIC WORKS DEPARTMENT FOUNDATION DETAILS NEIGHBORHOOD STREET STD. PLAN - 116.1 PEDESTRIAN LUMINAIRE APPROVED: FIXTURE AND POLE DETAILS 7/27/20ZZ Mie4fin Paslucha DATE DocuSign Envelope ID: FFA9ADCA-DO50-445F-13750-15F9271FC791 POLE 2'-0" = (LUMINAIRE ARM = LENGTH) 3.5"0z POLE 10'-0" i (LUMINAIRE ARM LENGTH) 2" TANGENT 45' R 38" Z = u- CDw 4-,4 64" OD HOLE TIX 3W X SH 6061-T6 6"H - 6061-T6 0.188" 0.188" RECTANGULAR = RECTANGULAR ALUMINUM TUBE ALUMINUM TUBE w z 12'-0" (LUMINAIRE ARM LENGTH) PO E 4'-0" 60' R 46" (LUMINAIRE ARM LENGTH) 2" TANGENT 13.5" z = 7 5' R 4"0 HOLE 06 5/8" ROADWAY SCALE 04" PEDESTRIAN SCALE DIRECT ACCESS TO THE SCREWS 33: BRACKET LEADS THIS SIDE WIREWAY TOP VIEW TERMINAL BLOCK CONNECTOR 1 1/2" MAX OPENING FOR WIREWAY � lip, "HOLE 4"W X 6"H - 6061-T6 0.188" ur LUMIIVHI(L nuuauvu- = RECTANGULAR ALUMINUM TUBE ALUMINUM FIN WELDED TO 6061-T6 0.188" ARM AND POLE CLAMP CD RECTANGULAR ALUMINUM TUBE O - - - C = WIREWAY SHALL BE SCH40 ALUMINUM PIPE WITH MINIMUM 1" z I 6'-0" ID, AND MAXIMUM 1 1/2" OD. TYPICAL FOR ALL ARMS r LUMINAIRE ARM LENGTH ~ Ln ( ) ROUND CAP o = PIGTAIL FROM FIXTURE TO 16' R 22" ALUMINUM SHROUD V=) = TERMINAL BLOCK SHALL BE (BY MANUFACTURER) PROVIDED BY 6„ MANUFACTURER. MANUFACTURER FOR TERMINAL BLOCK DETAIL, 4"0 HOLE SHALL WELD SHROUD SEE THIS SHEET ALL THE WAY AROUND 4"W X 6"H - 6061-T6 0.188" STRAIN RELIEF, = RECTANGULAR ALUMINUM TUBE SEE NOTE 7 LUMINAIRE ARM H,, z a V) CLAMP -ON TO 8'-0" a N LUMINAIRE r (LUMINAIRE ARM LENGTH) LUMINAIRE CONDUCTORS, o 30' R 30" SEE STD c " DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, PLAN 119 z J TYPE 3 IES DISTRIBUTION, 4000K COT, 120-277V 6" ::DUNIVERSAL DRIVER (750mA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) 4"0 HOLE DRIVER SHALL BE INTEGRAL TO THE FIXTURE /4"W X 5"H - 6061-T6 0.188" 5" RECTANGULAR ALUMINUM TUBE 3 PRONG METAL BIRD SPIKES ff4.75 NOTES: UV PROTECTED 1. STD PLAN 117.1/117.1A ROADWAY SCALE LUMINAIRE ARM LENGTH SHALL BE 10' OR LESS POLYCARBONATE BASE 2. STD PLAN 117.1/117.1A PEDESTRIAN SCALE LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS 3. STD PLAN 117.2 LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS FOR ARTERIAL LOCATIONS, AND 2' FOR DOWNTOWN LOCATIONS 4. LUMINAIRE ARM LENGTH SHALL BE 12' OR LESS FOR TYPE III TRAFFIC SIGNAL POLES 5. POLE AND BRACKET CABLE SHALL BE 10 AWG WITH O.D. LESS THAN 0.5 INCHES 6. BIRD SPIKES SHALL BE REQUIRED ON LUMINAIRE ARM, LUMINAIRE FIXTURE CAP, AND LUMINAIRE/SIGNAL POLE CAP (IF APPLICABLE), UNLESS OTHERWISE APPROVED BY THE CITY. PAINT TO MATCH LUMINAIRE POLE COLOR 7. ALL LUMINAIRE FIXTURES SHALL INCLUDE STRAIN RELIEF PER STD PLAN 118 I LUMINAIRE AND MOUNTING STD. PLAN- 117.3 +®� PUBLIC WORKS BRACKET DETAIL APPROVED: DEPARTMENT 4/4/2024 1 4 DATE DocuSign Envelope ID: 909BODA"3654664-AE66-578FF15S1DTF "HOLE 4"W X 6"H - 6061-T6 0.188" ur LUMIIVHI(L nuuauvu- = RECTANGULAR ALUMINUM TUBE ALUMINUM FIN WELDED TO 6061-T6 0.188" ARM AND POLE CLAMP CD RECTANGULAR ALUMINUM TUBE O - - - C = WIREWAY SHALL BE SCH40 ALUMINUM PIPE WITH MINIMUM 1" z I 6'-0" ID, AND MAXIMUM 1 1/2" OD. TYPICAL FOR ALL ARMS r LUMINAIRE ARM LENGTH ~ Ln ( ) ROUND CAP o = PIGTAIL FROM FIXTURE TO 16' R 22" ALUMINUM SHROUD V=) = TERMINAL BLOCK SHALL BE (BY MANUFACTURER) PROVIDED BY 6„ MANUFACTURER. MANUFACTURER FOR TERMINAL BLOCK DETAIL, 4"0 HOLE SHALL WELD SHROUD SEE THIS SHEET ALL THE WAY AROUND 4"W X 6"H - 6061-T6 0.188" STRAIN RELIEF, = RECTANGULAR ALUMINUM TUBE SEE NOTE 7 LUMINAIRE ARM H,, z a V) CLAMP -ON TO 8'-0" a N LUMINAIRE r (LUMINAIRE ARM LENGTH) LUMINAIRE CONDUCTORS, o 30' R 30" SEE STD c " DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, PLAN 119 z J TYPE 3 IES DISTRIBUTION, 4000K COT, 120-277V 6" ::DUNIVERSAL DRIVER (750mA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) 4"0 HOLE DRIVER SHALL BE INTEGRAL TO THE FIXTURE /4"W X 5"H - 6061-T6 0.188" 5" RECTANGULAR ALUMINUM TUBE 3 PRONG METAL BIRD SPIKES ff4.75 NOTES: UV PROTECTED 1. STD PLAN 117.1/117.1A ROADWAY SCALE LUMINAIRE ARM LENGTH SHALL BE 10' OR LESS POLYCARBONATE BASE 2. STD PLAN 117.1/117.1A PEDESTRIAN SCALE LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS 3. STD PLAN 117.2 LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS FOR ARTERIAL LOCATIONS, AND 2' FOR DOWNTOWN LOCATIONS 4. LUMINAIRE ARM LENGTH SHALL BE 12' OR LESS FOR TYPE III TRAFFIC SIGNAL POLES 5. POLE AND BRACKET CABLE SHALL BE 10 AWG WITH O.D. LESS THAN 0.5 INCHES 6. BIRD SPIKES SHALL BE REQUIRED ON LUMINAIRE ARM, LUMINAIRE FIXTURE CAP, AND LUMINAIRE/SIGNAL POLE CAP (IF APPLICABLE), UNLESS OTHERWISE APPROVED BY THE CITY. PAINT TO MATCH LUMINAIRE POLE COLOR 7. ALL LUMINAIRE FIXTURES SHALL INCLUDE STRAIN RELIEF PER STD PLAN 118 I LUMINAIRE AND MOUNTING STD. PLAN- 117.3 +®� PUBLIC WORKS BRACKET DETAIL APPROVED: DEPARTMENT 4/4/2024 1 4 DATE DocuSign Envelope ID: 909BODA"3654664-AE66-578FF15S1DTF LUMINAIRE COMPONENTS HEAD MODULE: ROUND SHAPE, A HEAVY 5PUN 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 gllARTER-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 LUM[NIARE OFFERS s t AN IP66 WEATHERPROOF PROTECTION. CONE MODULI: A SPUN ALUMINUM BALLAST HOUSING WITH STAINLESS STFFL 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 ARMS AND ONE DECORATIVE RING- SECURED ON POLE WITH 3 SET HEAD 5/16-15 UNC. SLIP -FITS GN A 47 OD BY 3" LONG TENON: MOOVLE OPTICALIELECTRICAL COMPONENTS LED BOARD}: WATTAGE PER PLANS. 400OX (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 OUT THE PROPER UNIT. OPTIC OPTIC: IES TYPE II (211), III (3L), V (5L). THE OPTIC'S REFLECTOR IS MADE OF L1pdLNLE PRE -ANODIZED ALUMINUM REFLECTING SHEETS (86% MIN. REFLECTION), SEGMENTED. IN MULTIPLE FACETS AND VENTILATED BY MULTIPLE PERFORATION AND BY HEAT SINK RADIATOR TO KEEP THE LAMPS TWIST -LACK ® TEMPERATURE DOWN AND INCREASE THEIR LONGEVITY. THE ORIENTATION OPENING 51STEM OF EACH FACET HAS BEEN METICULOUSLY CALCULATED TO OPTIV17E THE LIGHT DISTRIBUTION FOR EACH APPLICATION. DRIVER MODULE: WITH DRIVER, PRIMARY VOLTAGE 120 TO 277 VOLTS. 60 HZ. ASSEMBLED ON A TOOL -FREE REMOVABLE STAINLESS STEEL TRAY WITH QUICK -DISCONNECT CONNECTORS. HIGH POWER FACTOR OF 90%. DRIVERMINIMUM STARTING TEMPERATURE -40T. MODULE GENERAL/OPTIONS VARING/HARDWARE; TYPE TEW 14-7. 12" MINIMUM EXCEEDING FROM LUMINAIRE. ALL ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE MTH QUICK -DISCONNECT CONNECTORS. ALL EXPOSED HARDWARE IS STAINLESS STEEL, EPI)M AND/OR SILICON GASKETING ARE APPLIED. VARE NUTS SHALL NOT BE ALLOWED- MOFITTETILE COLOR: RAL9005TX (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 HUIIMIDITY RESISTANCE- NEIGHBORHOODSTREET STD. PLAN - 116.2 PUBLIC WORKS PEDESTRIAN LUMINAIRE FIXTURE APPROVED: DEPARTMENT DETAILS ManinPaetucNa 7/2712022 I+f� , • DATE DocuSign Envelope [D' 9MBODA8-9385-4664-AE66-57BFFT561D7F , y .., ,,�CKET CABLE, #10 ,... AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE fIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK DISCONNECT 3 AMP j TO LUMINAIRE TO RECEPTACLE IN LINE FUSE KITS S.E.C. OR EQUAL, ONE PER CURRENT CARRYING 120VAC RECEPTACLE WIRING, IF REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE APPLICABLE. WIRING 512E PER LID STANDARD DUTY AND RECEPTACLE WIRING CONTRACT JUNCTION BOX TYPES T & 2 STANDARD PLAN J-40.10 GROUND LUG SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS CONCRETE PAD OR SIDEWALK PER STD PLAN 120 24"I TO LUMINAIRE GREEN INSULATED WIRE, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTOR. TERMINATE AT LUMINAIRE 'GROUND LUG s4r II 1- MIN } COVER #S BARE COPPER Y a II LIFER GR GROUND WIRE GROUND II II NON -INS CLAMP II II II STRANDS PROVIDE 2" PVC CONDUIT iI II ROUTE F 1 - EQUIPMENT GROUND LUG TO f WIRE W/GREEN INSULATION REBAR. G FROM SERVICE CABINFT aUND, ULATED #4 AWG D COPPER, 3' MIN. SLACK. ROM GROUNDING OUNDATION ONNECT TO SEE NOTE 2, THIS SHEET REBAR USING AN ACORN 5/8'xB' COPPER CLAD CLAMP 2 - LIGHIING SYSTEM GROUND ROD CONCRETE FOUNDATION WIRES TO CONTACTOR (SIZED AS RE0'D.) 2 - 120VAC RECEPTACLE SYSTEM WIRES TO SERVICE CABINET, IF APPLICABLE (SIZED AS REVD.) NOTES: I. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADD17IONAL 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 *RE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3. EQUIPMENT GROUND WIRE & BARE VARE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDH.OLE. 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 ,- --. STD. PLAN - 119 + I+ PUBLIC WORKS WRING SYSTEM A PPR01'ED- DEP_AR'TMENT IAarkn PaatUcha 7/27/2022 1 5 fU Ems.,..,,... DATE w NO. REVISION UMuSign Envelope ID:9O96UDAB UJBb-4664-AE66-576FFT561p7P 1DUND POLE CAP ALUMINIUM SHROUD (BY MANUFACTURER) WkiE Sraf LED LUMMAIRE (WATTAGE PER PLANS, TYPE 3 ,E5 ilINAIR AR N6TH LU E N LE DISTRUTION, 4000k CCT. 120-Z77V UNIVERSAL DRIVER (75&AA OR PER PLANS 1D' WAX LOWER)[, WITH FLAT CLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRivER SHALL BE RRTEH:RAL TO THE FlxTURE FOR MOUNTING 4�i y DE TAILS SEE STD PLAN 117-3, HIRING PER STD PLAN 119. PAINT SPEC1FT01Ill7a ALL LUIMNAIRE. PMf, CAST ALUMINUM BASE PARTS, AND ANY ADDITIONAL EDUIPMEN1 MOUNTED ON THE POLE SHALL BE FACTORY PRIMED AND POWDER COATED TO MATCH FINISH COLOR. ALL GANOING AND ALL QTHCR MOUNTING HASii}1WARE SRA1.L UATCH FINISH DOLOR MM CaL€WE: RAL WMT3 ""ET BLACK', 4A APPROVED ELIUAL WTH PAINT CHIP. ITfMATTVE LUWWART P{LENOYWS CD ROUND TUBULAR SECNON (NO TAPER) DOME STYLE LET] LLRAINMRE (WATTAGE PER PLANTS, TYPE 3 IES DISTRIBUTION, 4OWK CCT. 120-277V 3 UNVERSAL DRIVER [75OMA OR LONER), W W FLAT GLASS LENS) BY CYCLONE (CA APPROVED EQUAL) a DRIVER 94ALL 9E 1NTECRAL TO THE PXTit . FOR MOUNIING AfW DETARS SEE STD PLAN 1t7-3. TWRING PER o STD RAN 119. ,a LUNINAIHE ARM �y R9 i _ FOR STREET LIGHT STANDARD XfO P NUMBERING DETAIL. REFER TO CITY DF RENTON STD PLAN 121 POLL SHAFT FAORUCATED FROM 6663-4 AIJUNRNUk, HEAT TREATIM TO TB COOTION i AFrM WELDING, 10' O.D. x 0.250' WALL Al Xg BOTTOM OF POLE SHAFT, 9.37S" O.D AT 2Y UP FROM BUTT OF POLE. TAPERED BEr11EEN $ LUM>HAIPE CONNECTIONS • DECORATIVE BASE COVER PER DETAIL, THIS SHEET T 8 4 X 8' RE7NFaM ALUMINUM HAy}IWW , OPENING WA14 5/!8'-1B HOLE FORA $ GROUND CONNECTOR AND FLUSH FITTING CAST ALUMINUM AMC)" BASE. ALUWIRUVI DOOR W/ ¢ASKE7 S}A,I-{ ANCHOR BOLT COVERS (PO4UE0 BY POLE MANUFACTURER) r-Hx' HIGH SIDEMAUK OR PLANTER STRIP ROADWAY ODNCRETE PAO/SIDEWALK PER STD PLAN 12O IF SURFACE IS NOT LOW. INSTALL (AQUi AT BASE OF POLE 0.x4 FCUNDATWK PER KRUCMRAL ANALYSS RASE COVER, PROVIDE 112' DiA DRAIk TUBE TWOUDI GRLTUT POLE ELEVATION `'r } PUBLIC WORKS +� + DEPARTMENT SURVEYED: OTHERS DESIGNED: DAG TD DRAWN: DAG CHECKED: TOR KE! BY DATE APPR APPROVED: CTB (6) 1.26' VIA. L 2' LONG SLOTTED HOLES WTH 1 I/4' CIA, 4' HEX HEAD CONNECTING BOLTS AND RUTS A36 STEEL. �1 if' THICK -� !! msc PLATE 150 EGLI CRUX I.'i'�SE PLATE DETAIL FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN 117.1A FDUNDATIDH, AHD AHGHDR BOLT DETAILS PER STANDARD PLAN 11 T,1A Tao 0' L I � 2aD• • DECORATIVE ROADWAY LUMINAIRES ARE MOUNTED AT D' • DECORATIVE PEDESTRIAH LUMINAIRES AR' MOUNTED AT 1W . HANDHOLES ARE MOUNTED AT 1W ORIENTATION LOCATION B 34' OCTAGONAL 5PUT CAST IRON BASE WITH REMOVABLE ACCESS DOOR A 21- CF=ATIV'E BASE COVER ARTERIAL STREET STD, PLAN - 117.1 DECORATIVE LUMINAIRE POLE APPROVED: DETAILS rldaRtUnPaslurha 7/27/2022. 1 DATE FOUNDATION ANALYSIS, DESIGN AND DETAIL SHALL BE PROVIDED BY OTHERS. SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 5 Docu5ign Envelope ID:9R960L)A"3854664-AE58.57BFF1561D7F DIRECTION ORAL NO� ''"KY" «" ^ "" ALL LUMINAIRE, POLE. CAST ALUIUNUM BASE PARTS, AND ANY ADDITIONAL STREET OF CURB AND TRAFFlC S6JEWA Jf� STREET OF 1, D INNTO.IML DECORATIVE PEDESTRIAN LUMINAIRES CURB AND 1RAMIC SffALL.BE EQUIPPED WITH ALL EWIWF'AT 5QlEY7ALR SHOWN ON THIS SHEET EOUIPAHENT MOUNTED ON THE PALE 2. ARTEMAL DECORATIVE PEDESTMAN LLNINARES SHAD BE 1=ACTTURY PRIMED AND POWDER ■ , _� # ■ . „ SIEALL R07 COME EOUPPED W N BANNERS.AND COATED TO MATCH FlLBSH COLOR: I FLOWER BASiET ARfiS/BASKETS aaAHTOWAR LOCATION ARTERIAL LOCATK7N 3, OZN711n0N OF fOUNPNENT FOR DO9MTOWTH ALL BANDING AND ALL OTHER VDVNTINC LOCATIONS AND AT[TERIAL LOCATIONS SHALL BE HARDWARE SHALL HATCH FINISH COLOR. ORIENTATION. NOTES - DDY1NT04N LOCATIONS ORIENTATION NOTES - ARTFAIAL LOCATtr15 PER OMEATATtDN LOCATION DETAIL, THIS SET DECORATIVE PEDEMim LUMNAIRES MOUB7ED DECCRAIIYE PEOESiA N LUMINAIRES FNNIAI.C.DiC H: MAL MTX ',ET BLACK', AT 0. 1ANLESS OIHZRWASE NOTED ON PLANS MOUNTED AT 180, UNLESS OTHER%M OR APPROVED EQUAL NTH PAINT CW. ■ HANDHOLES REHJ%TED AT 180' NOTED ON PLANS RECEPTACLE MOUNTED AT 190' • HAHGH17LE5 VOUNTED AT Q' DECCRATIV)<LUNIII_NAIRE_PCM.E HO7E5. DARFLEX CONDUIT AND ARI6,LTICN HOLE . RECEPTACLE MOUNTED AT D' 2'- LDCATED AT D ■ D ROUND TABULAR SECTION . PLANT SLWPCRT BRACREIS MOUNTED AT 9O' CARFLEX CONDUIT AND 11"GATION HOLE LW ATO AT 11PY B - q' BA315 (NO TAPER) * 27T (UNLESS OTHERWSE NOTED OR PLANS) ONE 2' CONDUIT. UNLESS EVENLY SPACED ■ BANNER MOUNTED AT 18D' STATED OTHERWISE ON THE CENTER DRIMTAMN LOCATION DETAIL PLANS. 57U000T I' FRCN Ct7NOUyT DOME STYLE LEI} LWINAIRE (WATTAGE PER PLAWS, ERLE OF 6±TNGREIE N TYPE 1 IES ENSTROUTKk1. 4DOOK CET, L20-277V 4' ALWHINUM PALE TOP CAP WITH FOUNDATION AND CDNNECT FCOAiDATKtH UNIVERSAL DRIVER (750mA OR LOWER), WATH FLAT (31 SET SCREWS AT 120' APART TO OTY "CTION Box CLASS LENS) BY CYCLONE (OR APPROVED EQUAL) ST➢ PLAN q4 HOCP9 0 I2'DF4VER IN SHALL SE rNTEGTRAL TO.W FIXTURE FOIE � BOLT MOUNTING ARM OEIAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119- FS'ABgDATIDN 220 L GROUND POLE a" CONDUIT. SEE FOUND431 TO FOUNDATION SECTION, 74�S SHEET PER $m PLAN � TOP OF CONCRETE- 119 PAD/SDEWAtK DOWNTOWN LOCATIONS ONLY. (2) DECORATIVE GAMER WACKETS WATH PRESSURE RELEASE SPRINCS 07H PROTEC15W RUBBER COATING DOHNTO'MW LOCALT113NE ONLY, 1/2 [MA, HOLES FOR BANNER. SECURE TOP RAWER ERACKET WITH THR(A1GH POLIO AWW SKM TO LEVEL PER MANUFACTURER'S INST DDHHTOWN LOCA710N5 C14LY. 2' x 4' STREET LIGHT STANDARD DECAL OECORA7VE BANRlER NULM0114O PER STY PLAN TU1 EXTERNAL FCSTOON CASIwG Hl1H DOWNTOWN LOCATIONS LOCKABLE DIE CAST NF3IA 3R ONLY. 2' DECORATIVE LOCKING. PAINTABLE, WEATHERPROOF, BANNER ARM WATH FIAIAL IN USE. A ( MODEL 10 Et0 B a hI HOOPS 0iNTER12' - BARS, EVENL.Y--' MOUNTED TO GFC1 REL7}PTACLE, p - - - - y5 $PA'm TO MATCRs POSE f x 5' RfIHFFORCED ALUMINUM CAP 2-1/2' CLR ACCESS HANDHOLE GP'ENiNC AND DOWNTOWN LOCAT14N5 ONLY. FLUSH{ F1T11NG ALUMNU61 DOOR MTN �- SECURE BOTTOM BANKER UASXET LOCATED A7 1BD' � q o BRACASEE WITH 3 AM51ABLE STATELESS WNTQWrI LDCATtorrs ONLY- SFfFL L1AN AND SH M r0 OECORATHVE FLGWR BASKET AND a< GS LARMShER LEVEL PER MANUFACTURER'S S7LI PLAN 147.4 o L--ti- i IN5IRUCTIONS 1" DtA, IRRIGATION TAPERED PULE SHAFT FABRICATED FROM 6063-T4 FOUNDATIOAN DETAIL TUBNG HCTLE ALUMINM TUBE (POLE o PLATE ASSEMEILY HEAT TREATED TO 1n 3/9" STEEL 16 COND1110H AFTER KUDING) 1-1/8' DIA HOLE (1YP) 3" y cm A57M 356. SALT CAST AW61NIUV BASE, 7-d' E 0-0. 1 .250' WALL BOLT CIRCLE PER STD TALL. VA1HH 4' x B" TOP DF BASE AuiEPTING 6" PLAN 117.E a TREMOVAELE ACCESS DOOR. STRAIGHT ROUND POLE v SEE S-M PLAN 117.4 FOR SECTION. INSALI RUBBER ANGFIDR BOLT IELHPLATE DETAIL ADDITIONAL O"NIS GASKET AT TOP OF BASE i •� 3- x 5' RFJNFORCED ALUMINUM •o a L5' GUN. NANDHOLE DPEMNG ON POLE OTH EDP OF FDUNDA1l01R + ID 15' VAX fR0N1 3jW'-15 HOLE FOR A GROUND FACE �� TO CONNECIOR AND FLUSH FLITTING ANCHOR BOLE TEMPLATE. TOTAL ALLIMIN0N DOOR KITH GASKET SEE ANCHOR BOLT TEMPLATE FACE OF BASE DETAIL, THIS SHEET (TYP) ABRICATED ALDUINLAM BASE PLATE AS5EWLTANCHOR WLOiR 4 MIA" PER STD PLAN 117.4 SYEEi GRAB 551(TYP)� TOP Or 0PAID LK I' HEX WES REO'D PER �D CONCRETE BCL4 AND FL(47.WASHLIRS (6 REG6 PER ANCHOR BOLT) 1 FACE OF ON! '' AKCHUR BOLT 14SM ABLY DETAIL CONCRETE PAD OR SIDEWALK FOl1NTiATQN HESTEs PER STD PLAN 120 1. SCNDTUBES SMALL NOT BE ALLOWED IF SURFACE Fa NOT LEVEL. INSTALL F"DA110N, SEE THIS 510E7 L•DCE OF 2, ALL {OVNDATIOti HARDWARE SHALL i# HOT -DIPPED GALVANIZED IN GROUT AT EASE OF POLE AND BASE FOUNDATION SHALL BE LOCATED AT ACCORDANCE WITH THE LATEST WSOUT STANDARD SPEDT1CAPON C41ER" PROVIDE 1/2- DIA DRAIN TUBE LEAST Y FROM CITY UTLITHES UNLESS SECTION 9-29.6(5) FOUNOATiON HIRLIWARC THROUGH GROUT TOLE CLRV6'THO :.I rSf APPROVES SY THE CITY FCH MGATWN DOTATLS ARTERIAL S DOWNTOWN STREET --ti, STD. PLAN - 117.2 f� PUBLIC WORKS DECORATIVE PEDESTRIAN APPROVED: 1 i41� DEPARTMENT LUMINAIRE POLE DETAILS 7127/2022 IAsrtPn Pastvcha N L �� PAIL T-430506 C TY OF RENTON Planning/Building/Public Works Dept. PROJECT NO. TENW 2024-0 15 0 co C) N w EN TREVIN ROLETTO, P.E. �T��w SENIOR PROJECT MANAGER ` , ROLETTO@TENW.COM I 425-250-0583 520 KIRKLAND WAY, SUITE 100, KIRKLAND, WA, 98033 17 N102/2025 `� IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING r^ HHuynh 04/17/2025 JONES RENTON SHORT PLA T 3102 PAR/fAVEN, RENTON, WA 98056 ILL UM/NA T/ON PLAN DETAILS O DATE: 04102125 FIE PAGE: O DRAWING -03 SHEET: 25 OF: DocuSign Envelope ID; 9099OOAB-0385-4W4-AE66-578FF1561DTF T-O" DocuSign Envelope ID; FD9FD439-BD22.4654-ABD3-E560AAIF5959 -1 � a�D io 0 a Wa 0 r �- 1 MIN. MIN. LUMINAIRE POLE JUNCTION BOX LUMINAIRE POLE JUNCTION BOX CONCRETE PAD. CONCRETE SIDEWALK PLAN VIEW BROOM FINISH PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE LUMINAIRE POLE RETE 'MEWALK CONCRETE PAD GPER STD PLAN 1102 4- JUNCTION BOX -Ll1hIINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES: t LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS OUTSIDE OF SIDEWALK 2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAC) SHALL BE PER STD PLAN 135 3- TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL HE 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 PUBLIC WORKS DEPARTMENT ry i J JUNCTION BOX LUAIINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE WiTI'I SIDEWALK DETAIL 1'-W CONCRETE PAD JUNCTION BOX J/ PLAN VIEW 4" CONCRETE PAD JUNCTION BOX SOE VIEW INDMDUAL JUNCTION BOX PAD DETAIL --•-----"-------''--- - - STD. PLAN - 120 PADISIDEWALK AND j ROVED: JUNCTION BOIL CONCRETE PAD, Ma~rU PwsWcha 7/27/2022 RATE DocuSign Envelope ID: FOOF0439-BU22-4654-ABD3-E560AA1F5959 CONIM)M.41 S(1111L )ELI.k I METERBASE: 200 AMP. 4 JAW, MANUAL BYPASS. B-LINE U264 W/ 5TEI JAW AT 9:00 POSITION PANIELBOARD: 1201240 VAC, 125 AM? COPPER BUS. I PHASE, 3 WIRE, 18 CKT, I OK AIC- MAIN BREAKER: 2()0 AMP FRAME., 200 AMP TRIP, 2 POLE, FATON E.D2200 BOLT -ON BRANCH BREAKERS, EATON TYPh BAW 2 - 20/2 ILLUMINATION A. B 1 -20/1 ITS 1 - 2011 GROUND FAULT RECEPTACLE 1 -40/1 SIGNAL(IF PRESENT) 1 -4011 AUX]LL]ARY SIGNAL (IF PRESENT) 2 - 60/2 SMALL CELL BRANCH 1 - 1511 CONTROL 3 - 2011 SPARE CONTACTOR: NEMA LIGHTING RATED, 30 AIMP4 POLE, 120 VAC C011.., SQD 8910DPA34V02-1 REQUIRED PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC. TWIST LOCK. ALR #8ST-IE5-UL MUUNTFD INSIDE (:ABINEI T BEHIND W1REQLASS WINI)DW 50 PII070-CELL BYPASS SWITCH: SPLIT, 15 AMP. RATED (UP TO) 277 VAC [FED THROUGH TERMINAL BLOCK) GROUND FAULT RECEPTACLE:20 AMP, 1.25 VAC, DUPLEX CABINET: CONSTRUCTION: NEIVIATYPE 3R, OUTDOOR PADMOUNT, I/8"5052-H32 ALUMINLIM CONSTRUCTION, OPEN BOTTOM FRAMED WITH 2" ANGLE. 2 SCREENED AND CIASKETED VENTS, REMOVABLE EQUIPMENT MOUNTING PAN, CABINET GROUND WITH MINIMUM BONDINU WIRE TO NEUTRAL DOORS: HEAVY-DUTY CONCEALED ]TINGES (LIFT-OFF TYP£),STAINLESS STEEL VAULT IIA1NDLES WITH ROLLER RODS THAT PROVTDF 3-POINT COMPRFSS[ON ON CLOSED CELL NF.OPRENF GASKET, "BEST" LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLDER, PADLOCKABLE UPPER METER DOOR WITH POLISHED SAFETY GLASS WINDOW DEAE)1 RONT: HINGED AND SECURED WITII QUARTER -TURN FASTENERS FINISH: MILL FINISH ALUMINUM 1 -REQUIRED UL LISTED PER STANDARD #508A "SUITABLE FOR USE. AS SERVICE ENTRANCE•" NOTE: 1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE 1.` PUBLIC WORKS 4 I� DEPARTMENT �S SERVICE CABINET NOTES PLAN - 122.2 aStucwg/20Z1 14 3: DDcuSign Envelope ID:9D9BODAB-0385-4664-AEfifi-578FF1551D7F INSTALL DECAL NUMBERS/LETTERS VERTICALLY. DECAL NUMBERS/LETTER5, SEE NUMBERING EXAMPLE, THIS SHEET. SHALL BE INSTALLED IN DRY WEATHER. 50' F OR ABOVE E E 4 C 5 s fi z 7 z 0 NUMBERING Dum" i.E YOIINifiOIEIOFfi GLiAE 1-3/4' TO 2" �PEDESTRIAN SCALE CURB DECAL TRAFFIC OlP�1L GRI�ifAilg[1 FOR POLES C11OM M III PLM 11HL1 P[7 PEDESTRIAN SCALE DECAL i �P£DESTRIAI3 SCALE FCURS DECAL T FLOW FLOW DECAL ORIENTATHDN FOR POLES SHOWN ON STD PLAN 1172 TRAfFlC fL01V T1WAL ORRNTATiON Fm POLESSNOm ON STO PLAN 11T1311T.11A o.aa' z RINWAY11rJY,EOM& PEDESTM SCALE #LEGAL DECAL -NO I. DECALS SHALL BE REFLECTORIZED, GOTHIC FONT, GOLD OR WHITE LEGEND ON BLACK BACKGROUND SCALE CALE LUMINAIRE STANDARD DECAL STD. PLAN - 121 PUBLIC WORKS NUMOEMNO SYSTEM APPROVED: 17 DEPARTMENT 7/27/2022 I FRanin Paswcrw - DATE DDcuSign ETrmlcpe ID: 9D9BODAB-0385.4664-AE66-578FF1581D7F CONDUIT ENTRANCE AREA, SEE NOTE 13, STD PLAN 126.2 a • G Ora i SEE STD PLAN 126.2 FOR ADDITIONAL NOTES . d • ; c PLAN VIEW SIZE. T4 FIT SIZE TO FIT CABINET ABINET fi" fi" 1'-4" �I -GRADE LEVEL C14L ------- + • •d � FRONT VIEW SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION SEE STD PLAN 126.2 FOR ADDITIONAL NOTES SHIM TO PLUMB SEE NOTE 3 0 4 HOOPS 4 BAR E�AC-i CORNER 6- MIN 1 TO 2° 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH 1'-6" + 2 1'-6" t� I in - - - �� ` - #4 BAR EACH N #4 CORNER Lu } p HOOPS -4 IIWLJ I 1111 PLAN VIEW CONDUIT ENTRANCE AREA, SEE NOTE 5, STD PLAN 126.2 CONTROLLER CABINET FOUNDATION CABINET FOUNDATION STD. PLAN - 126.1 PUBLIC WORKS DETAILS DEPARTMENT APPROVED: 7127/2022 1 Man1n Psstuchs DATE Lij w NO. REVISION L, z Lu LS � I1(FII���I�IIf��I1/]l 111�,y,{fI r6T 4 y 1^ O z �... 0 IIIIIIIIIIIIII > [V r i Jcv W , � � e w LUW zLLI LLjW❑� Ind �Z 0�> w Lu F- > m�= ❑- Uu13: Lin >U ❑Q�U Lu itO< 2 �} z z W_ W W Of m 2 LL1--w 0 WM LL OWF-ce W Lmu (S u l oaH¢O J z= W he C7D2mw z z W c4�t7m lY U LA! ❑uj IL mad o 1W 2 WD Wzrzz W(1]� in 0 d Lu 2z W � LIJ Lu F- F- W Q z �j �TWU Q m o = o= = LLI u�F N ? O 0 2 � I-- IAI a LL U � � {y CV r. r i I z QL ❑ 10 W z UJ cn W In 4 2 EL w 0 z 0 7 a v 0 N SERVICE CABINET Pa LAN - 122.1 PUBLIC WORTHS �P DEPARTMENT M1 a n �stuc?M$/2021 14 DATE DocuSign Emelope ID: 9D9BODAB-0385.4664-AE66-57BFF15BID7F NOTES 1, WHERE FOUNCATION PAD 1S LOCATED WITHIN A SIDEWALK. CONSTRUCT PAD TOP FLUSH INITH SIDEWALK GRADE. OWTTING CHAMFER WERE Trip AW SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 5-14.3 IN THE WSDDT STANDARD SPECIFFCATIONS, 2. PAD MOUNT DESIGN IS TYPICAL. 3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPUED BY CABINET MANUFACTURER AND SUBMITTED TO ME ENGINEER FOR APPRDVAL. 5. CONDUIT SIZES/QUANTITIES FOR CONTROLLER CABFNETS SHALL BE INSTALLED PER THE CONT1ACT PLANS, PLUS ONE 2- SPARE CAPPED OUT PAST TH1' FOUNDATION. B- =14CRETE CLASS PER STD PLAN 135- ELECTRICAL SERNCr=/99S CABINET 7- 2- CONOUT SHALL BE PLACED FROM THE ELECTRICAL SERVICE/BBS CABINET TO THE CONTROLLER CABINET. B. EACH CABINET SHALL HAVE A %- DIAMETER PLASTIC DRAIN PIPE. CONTROLLER CABINET SHIM To PLUMB :�\SEE HOLE 3 ij 3 - j4 REINFORCING BAR (EQUAL SPACES) SEE NOTE 5 - `n + -- m UV 9. LOCATE CONDUITS CENTRALLY WITHIN THE CAD[NE7S. lD. AEON ALL TOMB cABR OUN ATE TO DE I HE USED AND SPACE ALLOWS, A COMBINED FOUNDAT18N SHALL BE USFT]. 11. M30DEN SHIMS SHALL N-OT BE USED 12. GROUNDWG SHALL RE PER WSDOT STANDARD PUN .!-SD.OS, SHEET 3. IS. CONDUIT SZES/OUANITTIES FOR ELECTRICAL SERVICE CABINETS SHALL SHIM TO PLUMB BE INSTALLED PR THE CONTRACT PUNS, PLUS ONE 2- SPARE CAPPED OUT PAST THE FOUNDATION. SEE NOTE 3 4 HOOPS SHIM TO PLUMB (EQUAL SPACES) SEE NOTE 3 1191I �2' II�VI . II I- TD 2- FT•iON1T VIEW 3/6' DIANCTER PLASTIC DRMN COME PER CABINET] SEE NOTE 7 31W DIAMETER PLASTIC DRAIN �_ SEE NOTE 13 3 - 14 REINFORCING BAR (EQUAL SPACES) PLAN VIEW CABINET FOUNDATION 4 I� PUBLIC WORKS DETAILS 7.: DEPARTMENT SURVEYED: OTHERS DESIGNED: DAG TD DRAWN: DAG CHECKED: TOR KE! BY DATE APPR APPROVED: CTB r-a- HDRI2DNTAL COMBINED FOUNDATION REINF_ BAR DIAGRAM 6 PIECES STD. PLAN - 126.2 APPROVED: ManinPa6Tucha 7I27/2Ha22 i1.ATE 31 T-430507 SCALE: VERTICAL: NAVD 1988 • C T Y O E HORIZONTAL: NAD 1983/183/1991 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY O co O N No fir. 1 /4" LOAD FUSE LINE 1 /4" 1/8" QO O 1/8" CUTTING RINGS FUSE KIT rnr)vv CII I VVTL Jt'Llk t SPLICE KIT FUSE KIT & SPLICE KIT DETAILS G1�Y O� ADOPTED CITY OF RENTON STANDARD PLANS O� LET DATE:04/04 _� I .�,..... nwr. NAAAF, .Inn 3 CP PA ]F• .I(11 3 PROJECT NO. TENW 2024-0 15 TREVIN ROLETTO, P.E. MI�T SENIOR PROJECT MANAGER JL adROLETTO@TENW.COM Ermw425-250-0583 520 KIRKLAND WAY, SUITE 100, KIRKLAND, WA, 98033 N102/202L5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING rij HHuynh 04/17/2025 JONES RENTON SHORT PLA T 3102 PAR/fAVEN, RENTON, WA 98056 ILL UM/NA T/ON PLAN DETAILS O DATE: 04102125 FIE PAGE: O DRAWING C O4 s SHEET: OF: 26 26 Lo 0 Nt T Nt O rr F__ z w EX R/W II co u EX R/W (�--�---� --- - EX R/W y - �+ F-`* F-`* F-`* F-`* I-`* �+ + �+ �+ �+ �+ �+ �+ �+ O+ O+ O+ p+ p+ p+ �- - - 9f 00 A U n 6 O T O O m (' A cl AA :W N N+ O 0 O O J J J J-�--�- a,-- �_ o W 12700 PARK AVE N �+ * N+ N+ N+ '+ N+ �I'* . * . . . * + + _+ �+ �+ O+ O+ O+ O+ T W W+ -�+ - t_ to l0 O Al N+ N* N* N* N* N* N* N F-`* N* N F-`* N* N* N+ �+ �+ �+ �+ ~ O O CD CD O O O O l0 O O p Qp+Ol+ J J J Ol J J N+ N+ ,V+ N+ F'+ + F'+ I-' N+ N+ N+ N N+ N N+ I-`+ I-'+ I-'+ �+ p+ F-`+ Imo*'� W ~ ~ ~ ~ N O O OJ Ol �P N O O lD O CD CD CDF-` F-` W X. J �+ � EX R/W ®� 00 � c M CDW N -_ �+ .o m w/`•" W N+ z N 4 co I EX R/W �+ EXISTING UTILITY POLE MOUNTED LIGHT 4 N w i EX R/W HEIGHT = 34' EX LAMP = 39W LED EX J` INITIAL LUMENS = 5,000 EX o �• 6 FIXTURE = GE ERL1 EX C •• N , DISTRIBUTION = TYPE LLF = 0.80 EX14 --+-- � I ; 3 ; I I I o o! •• o I oa N 1+! I • • cid . o 7 ; I 1 N* ® O , 1 0- J l0 N I p+ p . . ROAD 8 ' I w co co p*c p+ - 1 Ll m - - -- p* O*ED p* p* p* �- - - I I I O 1 • I I W CD�--- o , 1 ; _J I , I I I DATE: 04/02/2025 ILLUMINATION LEGEND EX NEW DESCRIPTION O� ROADWAY LUMINAIRE POLE UTILITY MOUNTED LUMINARE UTILITY POLE PEDESTRIAN LUMINAIRE POLE OLUMINAIRE POLE NUMBER kJ7 I 0 TARGET CALCULATION SUMMARY ACTUAL CALCULATION AREA MIN. AVG. MAX. MIN. MAINTAINED UNIFORMITY FOOT CANDLES FOOT CANDLES RATIO PARK AVE N 0.90 4:00:1 N/A (MINOR ARTERIAL) 1.38 1.73:1 0.80 PARK AVE AND ROAD A 1.20 4.00.1 N/A (INTERSECTION - COLLECTOR) 1.67 1.52: 1 1.10 ROAD A AND ROAD B 0.80 6.00:1 N/A (INTERSECTION - RESIDENTIAL) 0.94 4.70:1 0.20 PARK AVE N N/A 6.00:1 0.30 (SIDEWALK - LOW PED ACTIVITY) 2.59 2.59:1 1.00 ROAD A (SIDEWALK - 0.30 6.00:1 0.30 RESIDENTIAL) 10.68 3.40:1 0.20 * MINIMUM FOOT CANDLE LIGHT LEVEL ACCEPTED BY CHRIS BARNES IN EMAIL DATED 1112712024 FROM HUY HUYNH WITH THE CITY OF RENTON. EXISTING UTILITY POLE MOUNTED LIGHT HEIGHT = 25' EX LAMP = 53W LED EX INITIAL LUMENS = 5,600 EX FIXTURE = GE ERL 1 EX DISTRIBUTION = TYPE III LLF = 0.80 EX ILLUMINATION POLE SCHEDULE LUM. POLE ID POLE MOUNT. ARM WATTAGE INITIAL LUMINAIRE TYPE - POLE NO. NUMBER*** STREET STATION *OFFSET * LATITUDE ** LONGITUDE ** HEIGHT HEIGHT LENGTH VOLTAGESERVICE/ CIRCUIT /TYPE LUMENS DISTRIBUTION BASE COMMENT O ROAD A 6+83.5 18.0' RT 14' 16' N/A 240 ILUM A 40W LED 4,200 CYCLONE PRESTIGE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-T3-P30-40K-240-10KV-EA 1 STD PLAN 116.1. **** O2 ROAD A 6+ 14.5 18.0' LT 14' 16' N/A 240 ILUM A 40W LED 4,200 CYCLONE PRESTIGE FIXED NEW FOUNDATION AND POLE PER RENTON CY1 7T4-VS3AR-T3-P30-40K-240- 1 0KV-EA 1 STD PLAN 116.1. **** O3 ROAD A 5+74.0 17.5' RT 14' 16' N/A 240 ILUM A 40W LED 4,200 CYCLONE PRESTIGE FIXED NEW FOUNDATION AND POLE PER RENTON CY1 7T4-VS3AR-T3-P30-40K-240- 1 0KV-EA 1 STD PLAN 116.1. **** 35.5' 6' 110W LED 11,421 CYCLONE DOMIA G PARK ROAD N 9+62.0 23.5' RT 40' 240 ILUM B CY55P 1 A-FGC-T3-P70-40K-240-EA 1 FIXED NEW FOUNDATION AND POLE PER RENTON **** 16.5' 4' 35W LED 4,159 CYCLONE DOMIA STD PLAN 117.1. CY55P1A-FGC-T3-P20-40K-240-EA1 35.5' 6' 110W LED 11,421 CYCLONE DOMIA OS PARK ROAD N 10+37.0 23.5' RT 40' 240 ILUM B CY55P 1 A-FGC-T3-P70-40K-240-EA 1 FIXED NEW FOUNDATION AND POLE PER RENTON **** 16.5' 4' 35W LED 41159 CYCLONE DOMIA STD PLAN 1 17.1. CY55P1A-FGC-T3-P20-40K-240-EA1 O PARK ROAD N 1 1 +02.0 23.5' RT 20' 16.5' 2' 240 ILUM B 35W LED 4,159 CYCLONE DOMIA FIXED NEW FOUNDATION AND POLE PER RENTON CY55P 1 A-FGC-T3-P20-40K-240-EA 1 STD PLAN 117.2. **** 35.5' 6' 11OW LED 11,421 CYCLONE DOMIA 7 O PARK ROAD N 1 1 +58.0 23.5' RT 40' 240 ILUM B CY55P 1 A-FGC-T3-P70-40K-240-EA 1 FIXED NEW FOUNDATION AND POLE PER RENTON **** 16.5' 4' 35W LED 4,159 CYCLONE DOMIA STD PLAN 117.1. CY55P1A-FGC-T3-P20-40K-240-EA1 0 40 SCALE IN FEET * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH CITY INSPECTOR PRIOR TO IMPLEMENTING. ** POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS -BUILT PLANS. *** POLE ID NUMBERS SHALL BE PROVIDED BY ERIC CUTSHALL (CITY OF RENTON, 425-430-7423) FOR INCORPORATION INTO AS -BUILT PLANS AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 121. **** FOUNDATION SIZE AND DEPTH SHALL BE DETERMINED PER STRUCTURAL ANALYSIS. LATERAL BEARING PRESSURE WILL NEED TO BE PROVIDED TO THE STRUCTURAL ENGINEER, TYPICALLY BY A GEOTECHNICAL ENGINEER. ` SHEET EN JONES RENTON SHORT PLAT 1 ` ' 520 KI RKLAN D WAY, SUITE 100, NKI RKLAN D, WA, 98033 OF TREVIN TP.E. PHOTOMETRIC CALCULATIONS SENIOR PROJECT MANAGER 1 ROLETTO@TENW.COM 425-250-0583 T-430508