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Home My WebLink AboutzT-4200set0 0 N 0 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH RENTON STANDARD SPECIFICATIONS, RENTON STANDARD PLANS, AND THE CONTRACT, UNLESS OTHERWISE NOTED. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. 2. A COPY OF THE APPROVED PLAN SHALL BE ON SITE DURING CONSTRUCTION. 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 4. THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING LIGHTING WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTED UTILITY AGENCY. 6. THE CONTRACTOR SHALL SALVAGE AND DELIVER ALL EXISTING LIGHTING EQUIPMENT SPECIFIED FOR REMOVAL BACK TO CITY OF RENTON, UNLESS OTHERWISE NOTED IN WRITING BY THE ENGINEER. 7. THE LOCATIONS OF PROPOSED CONDUITS AND JUNCTION BOXES SHOWN IN THESE PLANS ARE GRAPHICAL REPRESENTATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 8. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS OF ALL PROPOSED FOUNDATIONS WITH THE ENGINEER PRIOR TO EXCAVATION. 9. PROPOSED JUNCTION BOXES LOCATED WITHIN SIDEWALKS AND CURB RAMPS SHALL BE EQUIPPED WITH SLIP -RESISTANT LIDS. 10. TYPE 1 BOXES SHALL BE INSTALLED PER WSDOT STANDARD PLAN J-40.10. LUMINAIRE POLE SCHEUDLE LUMINAIRE RENTON POLE CENTERLINE REFERENCE STATION OFFSET LONGITUDE LATITUDE LUMEN OUTPUT MOUNTING ARM WATTAGE DISTRIBUTION LUMINAIRE TYPE NOTES POLE NO. NO.*** **** **** HEIGHT LENGTH �1 ** WILLIAMS AVE S EX EX 4,500 19FT (EX.) 6FT (EX.) 53W (EX.) III GE EVOLVE ESR1 EX TO REMAIN �2 * S GRADY WAY EX EX 11,936 35FT (EX.) 16FT (EX.) 105W (EX.) III AUTOBAHN ATBO EX TO REMAIN �3 * S GRADY WAY 11 +14.1 45.1 FT LT 23,200 (ROADWAY) 35FT 4FT 20OW (ROADWAY III CYCLONE DOMIA (ROADWAY) ❑4 * S GRADY WAY EX EX 23,400 40FT (EX.) 16FT (EX.) 105W (EX.) III AUTOBAHN ATBO EX TO REMAIN �5 * S GRADY WAY EX EX 16,702 30FT (EX.) 6FT (EX.) 130W (EX.) III AUTOBAHN ATB2 EX TO REMAIN �6 * S GRADY WAY EX EX 16,702 30FT (EX.) 8FT (EX.) 130W (EX.) III AUTOBAHN ATB2 EX TO REMAIN 16,300 (ROADWAY), 35FT, 140W (ROADWAY), I CYCLONE DOMIA (ROADWAY), ❑* 7 WILLIAMS AVE S 21 +31.3 25.OFT LT 2,582 (PEDESTRIAN) 16.5FT 4FT' 4FT 20W (PEDESTRIAN) III CYCLONE DOMIA MINI (PEDESTRIAN) 8 * S GRADY WAY 12+03.8 33.8FT LT 2,582 (PEDESTRIAN) 16.5FT 4FT 20W (PEDESTRIAN) III CYCLONE DOMIA MINI (PEDESTRIAN) 23,200 (ROADWAY), 35FT, 20OW (ROADWAY), I CYCLONE DOMIA (ROADWAY), ❑* 9 S GRADY WAY 12+82.1 33.8FT LT 2,582 (PEDESTRIAN) 16.5FT 4FT' 4FT 20W (PEDESTRIAN) III CYCLONE DOMIA MINI (PEDESTRIAN) 10 * WILLIAMS AVE S 21+96.1 25.0FT LT 2,582 (PEDESTRIAN) 16.5FT 4FT 20W (PEDESTRIAN) III CYCLONE DOMIA MINI (PEDESTRIAN) * CITY OF RENTON LIGHTING ** PUGET SOUND ENERGY LIGHTING *** CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL (425) 430-7423 FOR POLE NUMBERS TO BE INCLUDED ON POLES. **** CONTRACTOR SHALL DETERMINE FINAL COORDINATES FOR RECORD DRAWINGS. 11. THE CONTRACTOR SHALL LABEL ALL CONDUCTORS FOR STREET LIGHTS WITHIN EACH CONSTRUCTION NOTES JUNCTION BOX. O1 INSTALL CYCLONE 140W LED TYPE III LUMINAIRE (C755P1A-FGC-3-14OW-4K-120-277-ADV-PX-BK) AT 35FT MOUNTING HEIGHT WITH 4FT MAST ARM AND CYCLONE 20W LED TYPE III LUMINAIRE (SY21PA-FGC-3-20W-4K-BK) AT 16.5FT MOUNTING HEIGHT ON POLE PER CITY OF RENTON STANDARD PLAN 117.1A. 12. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONDUCTORS ASSOCIATED WITH EXISTING INSTALL LUMINAIRE CONCRETE PAD AND JUNCTION BOX CONCRETE PAD. SEE GENERAL NOTE 23. LIGHTING EQUIPMENT SPECIFIED FOR REMOVAL, UNLESS OTHERWISE NOTED. CAP AND ABANDON EXISTING UNUSED CONDUIT. REMOVE PORTIONS OF ABANDONED CONDUIT WHERE IN CONFLICT WITH NEW CONDUIT, UNLESS OTHERWISE NOTED. O2 INSTALL CYCLONE 20W LED TYPE III LUMINAIRE (SY21 PA-FGC-3-20W-4K-BK) ON 4FT ARM AT 16.5FT MOUNTING HEIGHT AND DECORATIVE FLOWER BASKETS ON POLE PER CITY OF RENTON STANDARD PLANS 117.2 AND 117.4. INSTALL LUMINAIRE CONCRETE PAD AND JUNCTION BOX CONCRETE PAD. SEE GENERAL NOTE 23. 13. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT O3 PROTECT EXISTING LUMINAIRE AND POLE TO REMAIN. THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE ® INSTALL TYPE 1 JUNCTION BOX. PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THIS PLAN. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH LOCATION TO O INTERCEPT EXISTING CONDUIT WITH NEW CONDUIT IN -KIND AND ROUTE CONDUIT INTO NEW JUNCTION BOX. SPLICE CONDUCTORS INTO EXISTING ILLUMINATION CONFIRM THAT THERE ARE NO CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED CIRCUIT. BETWEEN OVERHEAD POWER LINES AND THE PROPOSED STREETLIGHT POLES PRIOR TO CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. © INSTALL CYCLONE 20OW LED TYPE III LUMINAIRE (C755P1A-FGC-3-20OW-4K-120-277-ADV-PX-BK) AT 35FT MOUNTING HEIGHT WITH 4FT MAST ARM AND THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS CYCLONE 20W LED TYPE III LUMINAIRE (SY21PA-FGC-3-20W-4K-BK) AT 16.5FT MOUNTING HEIGHT ON POLE PER CITY OF RENTON STANDARD PLAN 117.1A. DISCOVERED. INSTALL LUMINAIRE CONCRETE PAD AND JUNCTION BOX CONCRETE PAD. SEE GENERAL NOTE 23. 14. LUMINAIRE WIRING SHALL BE PER THIS PLAN AND CITY OF RENTON STANDARD PLAN 119. O REMOVE AND SALVAGE EXISTING LIGHT POLE. ® RELOCATE SIGNS ON EXISTING LIGHT POLE TO NEW LIGHT POLE. MOUNT SIGNS PER CITY OF RENTON STANDARD PLAN 129. 15. STREET LIGHT POLES SHALL BE NUMBERED PER CITY OF RENTON STANDARD PLAN 121. COORDINATE WITH THE CITY OF RENTON FOR NUMBERING. O9 INSTALL CYCLONE 20OW LED TYPE III LUMINAIRE (C755P1A-FGC-3-20OW-4K-120-277-ADV-PX-BK) AT 35FT MOUNTING HEIGHT WITH 4FT MAST ARM ON POLE PER CITY OF RENTON STANDARD PLAN 117.1A. INSTALL LUMINAIRE CONCRETE PAD AND JUNCTION BOX CONCRETE PAD. SEE GENERAL NOTE 23. 16. FUSING AND/OR SPLICING OF LUMINAIRE WIRING SHALL BE PER CITY OF RENTON STANDARD PLAN J013. 17. 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). 18. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 19. 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). 20. LUMINAIRE FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 21. ALL ILLUMINATION SYSTEM 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. 22. CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL, (425) 430-7423 FOR STREET LIGHTING INSPECTION PRIOR TO ENERGIZING. 23. THE CONTRACTOR SHALL SUBMIT, FOR REVIEW BY THE ENGINEER, DESIGNS FOR THE LUMINAIRE POLE FOUNDATIONS THAT BEAR THE SEAL AND SIGNATURE OF A VALID LICENSED WASHINGTON STATE PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY STRUCTURAL AND/OR GEOTECHNICAL ANALYSIS THAT MAY BE NEEDED TO DETERMINE THE NECESSARY FOUNDATION DEPTHS FOR THE ARTERIAL STREET DECORATIVE LUMINAIRE POLES AND THE ARTERIAL PEDESTRIAN LUMINAIRE POLES, IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 117.1 AND 117.2. A GEOTECHNICAL ENGINEER SHALL BE PRESENT AT THE TIME OF BORING OF THE FOUNDATION TO VERIFY SOIL CONDITIONS. 3 6 DATE DESIGNED BY MRW 05/12/2022 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 LEGEND DESCRIPTION EXISTING PROPOSED RIGHT-OF-WAY - - CONDUIT - P(UG) P(UG) P(UG) P(UG) - CONSTRUCTION NOTE LUMINAIRE POLE NOTE # WIRE NOTE ROADWAY AND PEDESTRIAN LUMINAIRE AND POLE ROADWAY LUMINAIRE AND POLE PEDESTRIAN LUMINAIRE AND POLE® TYPE 1 JUNCTION BOX 19 m SERVICE CABINET VN 0 5014, r, • I' Q'il i��!RI•A��II��II��II��I��S-::.-��:1�7G;� ��+!i� �I WIRING SCHEDULE NO RACEWAY CONDUIT SIZE* CONDUCTOR COMMENTS 1 2" SCH40 2-#8 2 2" SCH80 2-#8 3 EX 4-#8 4 2" SCH40 4-#8 T uc / I_ _ _ _ -li *ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE ,, i w - w -� EQUAL IN SIZE TO THE LARGEST CONDUCTOR (MINIMUM NO. 8) UNLESS 1�1 t o w w w- w- w OTHERWISE NOTED. --�u--w_w=wow - w I Y 8 I I - - --- _ -- _ - - ---- - _ �� w-w 15+00 - -jw w-w=w- "�W - w-w-w- w-�-w-w w-w-w-w-w-w w-w- S G A D Y WAY ! \ 10 �� - / _ - - 11+00 0 012+00 �- - - o \ O G� I co Ln No c G- G- G- G G G- G G- G -� V'- G '��--------------------------��----- - FIFL G- G- G- G- G G- G " G- G- G- G- G- G- G- u ----------------------- ---------- SO--- ---------------------------- ----------------------------- - -- - 1, - P(- �- P(UG) `off _ �U P(UG� P(UG) P(UG) ® _ - SD $p SD - SD - SD SD SD SD �D=S"D-�LfD - SD - D - SD SD F y "Y(UG) T(UG) P(UG) PCUG) REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION JChavez 05/17/2022 CBarnes 05/17/2022 P(UG) P(UG) t � I - P(UG) I P(UG) transpogroulo AUF WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 T-420001 GMD RENTON 0 � s°E\�� til CITY OF RENTON NAL ILLUMINATION P LA N 0 Know hat's below. I I before you dig. MAY 2022 IL01 SHEET 1 OF 10 SHEETS 0 0 I 0 1 DocuSign Envelope ID: AOA08484-4068-4C5D-B9E0-E7OE51967ED2 SMALL CELL SHROUD BY OTHERS. SHROUD SHALL BE SECURELY FASTENED TO THE TOP OF POLE VIA NUTS AND 18" DIA. A36 STEEL 1.5" THICK BASE PLATE PAINT SPECIFICATIONS: BOLTS, MOUNTING DETAILS PER POLE MANUFACTURER. ALL LUMINAIRE, POLE, CAST ALUMINUM BASE OTHERWISE PROVIDE POLE CAP 11.25" DIA. PARTS, AND ANY ADDITIONAL EQUIPMENT (4)1 TODIA X T LONG SLOTTED MOUNTED ON THE POLE SHALL BE FACTORY ALUMINIUM SHROUD (BY _ HOLES WITH 1 1I4' DIA, 4"HEX HEAD PRIMED AND POWDER COATED TO MATCH MANUFACTURER) 15'DIA. BOLT CIRCLE S� FINISH COLOR. CONNECTING BOLTS AND NUTS q ALL BANDING AND ALL OTHER MOUNTING DOME STYLE LED LUMINAIRE (WATTAGE HARDWARE SHALL MATCH FINISH COLOR. PER PLANS, 4,000K CCT, 120-277V LUMINAIREARM UNIVERSAL DRIVER(75OmA OR LOWER), FINISH COLOR: RAL 9005TX'JET BLACK' LENGTH PER PLANS,10' MAXI r WITH FLAT GLASS LENS) BY CYCLONE POLE BASE PLATE DETAIL (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXTURE. 3g• --�, MOUNTING ARM PER STD PLAN 117.3. WIRING PER STD PLAN 119. 50• ONE 2" CONDUIT, UNLESS STATED OTHERWISE 28' ON THE PLANS. STUBOUT V FROM EDGE OF CONCRETE FOUNDATION AND CONNECT TO CITY JUNCTION BOX PER STD PLAN 119 4 ONE 2" CONDUIT, STUBOUT V FROM w EDGE OF CONCRETE FOUNDATION, 180, 0° g CONNECT TO CARRIER JUNCTION F BOX OR CAP FOR FUTURE USE FOUNDATION SECTION 270' 1I3 OF POLE SPACE FOR CONDUITS, SEE ABOVE GROUND POLE TO CARRIER ORIENTED AT 90° OR FOUNDATION 270' FOR LENGTH OF POLE o 213 OF POLE SPACE FOR CINIUTILITY ? 2 TOP OF CONCRETE PADISIDEWALK POLE CHAMBER DETAIL DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, 4,000K CCT, ¢ 120-277V UNIVERSAL DRIVER (75OmA OR LOWER), WITH FLAT GLASS LENS) m BY CYCLONE (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE 4,-0. REBAR PER STRUCTURAL ANALYSIS �m FIXTURE. FOR MOUNTING ARM LUMINAIREARM DETAILS SEE STD PLAN 117.3. WIRING w PER STD PLAN 119. w 90. it u m i = U o� m 180° 0' E3 EE I s� z 'o o 270° 0 • DECORATIVE ROADWAY LUMINAIRES FOR STREET LIGHT ARE MOUNTED AT 0° STANDARD DECAL • DECORATIVE PEDESTRIAN LUMINAIRES NUMBERING DETAIL, ARE MOUNTED AT 180° REFERTOCITYOF • HANDHOLES ARE MOUNTED AT 180, FOUNDATION DETAIL RENTON STD PLAN 121 ORIENTATION LOCATION 1 IIT DIA HOLE (TYP) A57255KSI TAPERED 1"THICK STEEL PLATE z STEEL POLE SHAFT, z 7 GA, 10.83" BOTTOM O.D., BOLT CIRCLE PER 6" TOP O.D. POLE BASE PLATE o DETAIL, THIS SHEET A513 TYPE 5 STEEL ANCHOR BOLT TEMPLATE DETAIL 4'x611T HAND HOLE WITH COVER TOP OF FOUNDATION ALUM NUM UM BASE SIDEWALK OR ANCHOR BOLT, 4 TOTAL,1 114' DIA aa' COVER, SEE PLANTER STRIP GALVANIZED STEEL F1554 OR GRADE 55 (TYP STANDARD DETAIL 117.19 '. 1-1/4' HEX NUTS, STEEL IS REOD PER ANCHOR BOLT), U wy ' ' - • : • ROADWAY IF SURFACE IS NOT LEVEL, INSTALL GROUT FLAT WASHERS (6 REUD PER ANCHOR BOLT) AT BASE < ¢ a +aA a ¢ CONCRETE PADISIDEWALK PER STD PLAN 120 OF POLE AND BASE COVER, PROVIDE 112.OIA DRAIN TUBE THROUGH GROUT FOUNDATION PER STRUCTURAL ANALYSIS ANCHOR BOLT ASSEMBLY DETAIL POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET STD. PLAN - 117.1A PUBLIC WORKS SMALL CELL DECORATIVE A��: DEPARTMENT LUMINAIRE POLE DETAILS 1/5/2020 Martin Pastuchal FNSO 888131FD988449D... DATE DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 CONSTRUCTION NOTES 1) NO SONATUBEALLOWED FOR FOUNDATIONWNSTRUCTON y'LE FLEXIB 2) FOR FOUNDATIONAND ANCHORBOLTOEFAILS, SEE=FLMR 1172 CONDUITLE y, FLEXIBLE IRRIGATION CONDUIT FOR 2"CONDUIT WITH BELL END IRRIGATION SCH 80 REDUCER (S XT) IF SURFACE IS NOT LEVEL, INSTALL SCH 80 REDUCER IS TCONOUIT WITH BELL END GROUT AT BASE OF POLE AND X T) IF SURFACE IS NOT LEVEL, 1"CONDUITFOR BASE COVER, PROVIDE ill"DIA INSTALL GROUT AT BASE OF POLE IRRIGATION DRAIN TUBE THROUGH GROUT V CONDUIT FOR AND BASE COVER, PROVIDE III MICROTUBING SEE TYPICAL LIGHTING IRRIGATION MICROTUBING DIA DRAIN TUBE THROUGH GROUT MICROTUBING UNDERGROUND SYSTEM, CITY OF RENTON STD. PLAN 119, FOR MICROTUBING SEE TYPICAL LIGHTING CONCRETE PAD JUNCTION BOX AND WIRING CONCRETE PAD UNDERGROUNDSYSTEM, CITY OF - OR SIDEWALK PER CONFIGURATION. RECEPTACLE OR SIDEWALK PER FENTON STD. PLAN 119, FOR STD PLAN 120 WIRING PER PLANS STD PLAN 120 JUNCTION BOX AND WIRING CONFIGURATION. RECEPTACLE d IRRIGATION CONDUIT SHALL BE WIRING PER PLANS a ROUTED TOIRRIGATION VALVE a - - BOX. IRRIGATION EQUIPMENT IRRIGATION CONDUIT SKILL BE SHALL LED IN BERICAL ROUTED TO IRRIGATION VALVE BOX. ELECTOT ELECTRICAL JUNCTION BOXES JUNCTION BOXES IRRIGATION EQUIPMENT SHALL NOT n 4 FOUNDATION PER BE INSTALLED IN ELECTRICAL - STD PLAN 117.2 JUNCTION BOXES ANCHOR BOLT, HEX NUTS, AND d - SPREAD FOUNDATION ANCHOR BOLT TEMPLATE PER PER STRUCTURAL - STD PLAN 117.2 DESIGN ANCHOR BOLT, HEX NUTS, AND ANCHOR BOLT TEMPLATE ER APPROVAL FROM CRY OF RENTON PUBLIC WORKSITRANSPORTATION S7D PLAN 117.2P c 4 o SHALL BE REQUIRED TO USE THIS FOUNDATION TYPE a CONDUITIANCHOR BOLT DETAIL FOR SPREAD FOUNDATION CONDUITIANCHOR BOLT DETAIL FOR SHAFT FOUNDATION ALUMINUM POLE SHAFT S2 LIT CAST UMINUM BASE ITH REMOVABLE CCESS DOOR WSPLITLINE 1'THKALUMINUMBASE PLATE (6061-T6ALLOY) ANCHOR BOLTSPER BM PLAN 117.2 (4)1 1I4' DIA. x 1518' I.G. BOLTSLOTS DRIP MICROTUBING GASKET OVER HOLE 10117 BOLT CIRCLE (TYP) WITH HOLE FOR MICROTUBING --- 7-0'LONG W Qi (8)3'x3'xY'THK. DECORATIVE - - ALUMINUM PL. GUSSETS ALUMINUM PLANT rn ( 1 + (fi081-T6 ALLOY) SUPPORT ARMS WITH SET SCREWS (MAX fiOLB LOAD)AND - FINIAL (TYP) 6' OD. x.250' WALL 1"DIA. IRRIGATION HOLE ALLPOLE WITH LIQUID TIGHT H FITTING FLEXIBLE CONDUIT. SUPPLY POLE R=7 TYP. BASE PLATE DETAIL WITH Yz"FLEXIBLE CONDUIT FLOWER BASKETS PROVIDED BY OTHERS - - - - - - - - ----------I DOWNTOWN DECORATIVE FLOWER BASKET DETAIL ARTERIAL & DOWNTOWN STREET T PLAN - 117.4 PUBLIC WORKS DECORATIVE PEDESTRIAN ApPgOV D: DEPARTMENT LUMINAIRE POLE DETAILS Martin Pastucha 11/5/2020 �FNS02 �-88813*0988449D- DATE DESIGNED BY DRAWN BY REVIEWED BY DATE MRW 05/12/2022 MRW 05/12/2022 CAC 05/12/2022 DocuSign Envelope ID: CECB9CBD-BB6B-44A8-A628-3A843C949ACB X2 FAN VENTING ASSI N CARRIER SPACE HALF TO MATCH POLE INTERIOR WALL CARRIER SPACE LOCATION, REMAINING HALF SHALL BE CITYIU UTY SPACE 180, 0' }y ZT0' CABINET CHAMBER DETAIL JO PIECE ALUMINUM BASE ASSEMBLY A36 STEEL POLE BASE PLATE ATTACHED WITH BOLTS 2T DIA. PER STANDARD PLAN 117.1A BASE PLATE DETAIL A36 STEEL CABINET TOP PLATE 4• DUL (4)1.38' OIA. HOLES 15'DIA BOLT CIRCLE pe- I l TWO PIECE ALUMINUM BASE ASSEMBLY Fmgm A36 STEEL STRUCTURAL CABINET 41 A36 STEEL CABINET BOTTOM PLATE IT BASE COVER DETAIL 20' DIA 10' DIA (4)1.38^ DIA HOLES 15' DIA BOLT CIRCLE I CABINET BOTTOM PLATE DETAIL U\�Y o� ARTERIAL STREET STD. PLAN - 117.1B + + PUBLIC WORKS SMALL CELL DECORATIVE DocuSigned by: z DEPARTMENT LUMINAIRE POLE DETAILS Martin Pastucha8/31/202 FN TO _ _ _._ _ _ _ _ 888131FD988449D... )ATE DocuSign Envelope ID: F41B6C7D-1A89-4D3E-83C3-E2F0224FAF96 POLE & BRACKET CABLE, #12 AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK REFER TO WSDOT LOCKING DISCONNECT 3 AMP IN LINE LID STANDARD DUTY FUSE KITS S.E.C. OR EQUAL - JUNCTION BOX TYPES 1 & 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"(MIN) COVER #8 BARE COPPER GROUND WIRE 1 -#8 EQUIPMENT GROUND - WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM - WIRES TO CONTACTOR (SIZED AS REQ'D.) - GROUND II II CLAMP II II PVC CONDUIT II II 5/8"x8' COPPER CLAD GROUND ROD 0 LUMINAIRE #8 GREEN INSULATED WIRE TO FIXTURE GROUND LUG CONCRETE FOUNDATION 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 OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. LUMINAIRE ELECTRICAL STD. PLAN - 119 PUBLIC WORKS WIRING SYSTEM AP OVED: DEPARTMENT GAZ 5/22/2019 8 DATE DocuSign Envelope ID: AOA08484-4068-4C5D-B9E0-E70E519.67ED2 DIRECTION OFTRAFFIC GENERALNOTES: STREET P STREET p I DOYMTOWHDECORATIVEPEDESTRWNLUMNMRESSx BEEOUPPEDW 4LEQUIPMENTSHOWNON THLSSHEET PAINT SPECIFICATIONS: CIMBIND SIOEwAix CUVBPND $MEVIALK 2 ARTERIALDECORATNEPEDESIRIPN LUMINNRES SHALLNOTCgAE EOUIPPEOWIN BAMIERSAND FLOWER BASKETAl MS ALL WMIURE,P MTkWNWBASEPARTS.AYDANYMDRp 3. ORIENTATION OF EQUIPMENT FOR DOWNTOWN LOCATIONS AND PRI ERIk LOCATIONS SHALL BE PER EOUI EpUIPMWNTFDON TIE POLE L BE SHMFACTORYPRMEDANO POWDER �, �, 2✓p M, ORIENTATION LOLATgN DELAu, THIS SHEET COALED DTOTO MATCH FI NISH CgLOR ALL&WDINGANDALLOTHER MOUNTING HAFAWARE SHALL MATCH FINISH=OR FlNISH LOLgk RAL9W5T%'JET &ACM OIXWfTOVM LOCATION ARTERIAL LOWTION ORIEMATpxrvONSOOWMOWNLOCATION& ORIENTAnONNOTES ARTERIAL LOCATIONSE�KrSPACED •VE PEDESTRIAN LUMMMRESMOUNTED AT 0°, UNLESSOTHERWISENDTEDONMNS • DECORATVE PEOESTRIANLUMINAIRESNOUNIEOAT 1RI°UNLESSOTHEISM ENOTEDONPUNS OLNTEDATD°MOUNMATvcENIEA CONDUR OECOMTNE WMNAIIRE FOIE NOTES • GAFLEX OONDUITANDIRRIGATIONHOLELOCATED • CAAREKCONOURANOPRIGATIONNOIELS-13IN AT- FWNM1pN O ROUNDNBUURSECTION PLANTSUPPORTBFACHETSMWNTEDAT9178 O(NOTAPER) o-T. (UNLESSONERMSENOTEO ONPLANS) NERLpUNTE0AT190• Nr CCRAUR, UNLESS STATED OTHERWISE ON ORIENTATION LOCATION DETAIL THE PLANS.FTU8OUT1-MEOGEOF DOSESTYLE LEDLLMNAPETWATTAGEPERPLVS, 4•ALUMNWPOLETOPCAPWNH CONCPETEGOUNDATIONANUCONNECTTOGTY TVPE31E3OISTPIBIIIpN d00p(CCi,1NrYTIV SCREWSAT tA'APARiGLASSIENS)BYCYCLONEIORMPROVEOEOUK). JUNCTION EO%PER Si0 PUN 119ip-11'pABOLTC9 E UNIVERSALDRWRQSDMOE-ERIWOH FLATRI9ET ORNER SHALLBEINTEGRATOT1ERMFE SEE STDPLAN117SNOTE3,FOPARM LENGTHS AND S a it FOR MOUNTING HART-E SEE DETAILS SHOWN ONSN FWJ1173� N FOUNDATION SECTION -AN LOGATKNS ONLY 1?GA HOLES FOR BANNER. SECURE 1210ECgUTNE BANNER SRAQ(ETSWINPRESSURE TOP MMNER BRACKET WRNNROWN RELEASESPRINGS WTN BOLTEANOSHIMTO LEVEL PER MANUMPURERSINSTRUCTIONS PROTECTIVE RUBBER COATING STREET LIGM EINDPRO DECAL NUMBERING PER STD PUN 121 DONNTOWN LOCATXINS ONLY. zxd'DEcoRATNE SMgxER mERIULEESTOONCASTINGWIN LOPAINTEGIECASTNEM43RL, DOWMT011H LOGTpNSONLY. I- PANTECO' WFANEPWRO. INLSE YOECOMINE BANNER ARIA COVFR, uoDLLWmla9Mc sr WITH FMML INIERLWnC1ORAPPROVE0 MdM1EDl0 GFG RECTO PUM�� MATT. O hMTCH POLE ACCESSHANGALLEPENINGAIRD AXESSHFORCEOOPENNGAND OCAWJTOWNLOCAIMINSONLY. UMI FLUSH FITTING ALUMINUM OOOIRWIN 6ECURFROTTgA MVNERBRACKET WRH 3PTUJSTABIE STANlE53STEEL GASHEt LOG1TEOATtBr SAN0.9 ANO SHIM TO LE4EL PER MANUFACTURER'S INSTRUCTIONS OONMOWNLOCATIONSONLY. AECORATNEPLOWERBA9IET AND RMS PERSTO PLAN n7A ASEMMN1 (POLEASSEMBLYHEATTPFAT) /FRON111-11NU TB C0IROITION Ar1ERYELONGI ORx159'WAIL TOPOFBASEACCEPTINGFSTRAIGHT , ROM POLE SECTION.INSi01L RUBBER GASKET AT TOP a RASE rx5•REINFORCEDALUMINUM HANDHOLE OPENING ON POLE WNH W 6 HOLE FOR A GROUND 1.5'MIN. WNNECTORANDFLUSHRTTING TO,MAKFROM ALUMINUM DOORWRH GASKET FACE- mTO FACEOFBASE ASThI 3% SPLIT-TALUMINUMBASE, 2-0' TALL. WIN A' x W NEMOVGBLE ACCESS DOOR. SEE STD PUN 111.1 FOR ADgipNAL DETAILS § N FPINUCATED ALUMINUM -PLATE AssEAMLr PER sro PLAN t 1 i q N TOPOFSIOEwNH OR CONCRETE PAID e e z IF SURFACE IS NOTIEVEL, INSTALL GRWTATBASE OFPOLEAND POLE ELEVATION ARTERIAL & DOWNTOWN STREET ®� PUBLIC WORKS DECORATIVE PEDESTRIAN 'QFNSO2 DEPARTMENT LUMINAIRE POLE DETAILS DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E LUMINAIRE POLE L JUNCTION BOX CONCRETE PAD PLAN VIEW LUMINAIRE POLE CONCRETE PAD 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 FOUNDATION DETAIL I-IRDIAH Pryp) MS•STEELPLATE BOLT CIRCLE PER STD PLAN 117.1 r c ANCHOR BOLT TEMPLATE DETAIL ANCHOR BOLT ASSEMBLY DETAIL FOUNDATION DETAILS LAN - 117.2 l: astuchctl/5/2020 ED... DATE LUMINAIRE POLE, JUNCTION BOX CONCRETE SIDEWALK PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE CONCRETE SIDEWALK PER STD PLAN 102 JUNCTION BOX LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE WITH SIDEWALK DETAIL 1 -0 CONCRETE PAD / V-0" JUNCTION BOX J/ PLAN VIEW 4" CONCRETE PAD JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX PAD DETAIL a LUMINAIRE CONCRETE STD. PLAN - t20 PUBLIC WORKSPAD/SIDEWALK AND A�1R"VFD: DEPARTMENT JUNCTION BOX CONCRETE PAD GrewA. ZirnMJQAW19 1 e,.1."..,.1.,--1- DATE REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION JChavez 05/17/2022 CBarnes 05/17/2022 transpogroup WHAT TRANSPORTATION CAN BE. Tr 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 = DIRECT ACCESS POLE 2 TO THESCREWS 2'-0" LL (LUMINAIRE ARM z POLE 10'-01, LENGTH) 3.5"DIA (LUMINAIRE ARM LENGTH) BRACKET ri LEADS HOLE 45' R 38" THIS SIDE 2" TANGENT z.5' R Os 518^ Z = IF -la" 1 Tt7 WIREWAY TOP VIEW lL (7 r W = 4" OD HOLE I = TERMINAL UJI BLOCK 1 Z 124CONNECTOR (LUMINAIRE ARM LENGTH) ' 60' R 46' WIREWAY- I I/ P E 4'4" L4" OD HOLE (LUMINAIREARM LENGTH) TERMINAL BLOCK 2"TANGENT HOUSING DETAIL Z = 7.5' R 13.5" L (� 0 ' _ ALUMINUM FIN WELDED TO ARM AND POLE CLAMP 3 DIA HOLE I � MIN 01 112" WIREWAY, TYPICAL FOR ALL ARMS W x (LUMINAIRE ARM LENGTH) o 16' R 22" i ROUND CAP0 CID = W ALUMINUM SHROUD ( = PIGTAIL FROM FIXTURE MANUFACTURER) __-_ TO TERMINAL BLOCK 4" OD HOLE SHALL BE PROVIDED MANUFACTURER SHALL BY MANUFACTURER WELD SHROUD ALL THE WAYAROUND FOR TERMINAL = I BLOCK DETAIL, SEE cD THIS SHEET w LUMINAIRE ARM Lu (LUMINAIRE ARM LENGTH) a CLAMP -ON TO ri LUMINAIRE 30' R 30" LUMINAIRE v w CONDUCTORS, w o SEE STD z } DOMES TYLE LED LUMINAIRE (WATTAGE PER PLANS, PLAN 119 TYPE 3 IES DISTRIBUTION, 4000K CCT,120-277V 4" OD HOLE UNIVERSAL DRIVER (750mA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET NOTES: DETAILS 1. 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 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. TYPE III TRAFFIC SIGNAL POLE LUMINAIRE ARM LENGTH SHALL BE 12' OR LESS 5. POLE AND BRACKET CABLE SHALL BE 10 AWG WITH O.D. LESS THAN 0.5INCHES LUMINAIRE AND MOUNTING §TQ. RLAN- 117.3 PUBLIC ) DEPARTMENT WORKS PARMENTS BRACKET DETAIL L8B8131FD98B449D Aarnastuchall/5/2020 I ... DATE INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 500 F OR ABOVE 1 NUMBERING EXAMPLES LED TYPE WATTAGE w w CR ~LS�zi 4TAM CJ CR� O FOR STD PLAN 117.1 FOR STD PLAN 116.1,117.2,117.4 -2 o O c-U I O N c" DECAL: REFLECfORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND STREET LIGHT STANDARD STD. PLAN- 121 PUBLIC WORKS DECAL NUMBERING SYSTEM A TPROVJF�P:, DEPARTMENT �N tO GMD RENTON I2°E~ titi I CITY OF RENTON NAL�� ILLUMINATION DETAILS 0 v T-420002 Know what's below. Call before you dig. MAY 2022 L02 SHEET 2 OF 10 SHEETS DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959 O O 0 �\ ILLI n n z .. O 0 �O a Q �� > I J N W............ ............. 1-(022 W wz0U> LUwpH _j=wW Z&-)=QFn 00Z)- I-LIJ ml-HZ < -<Fn UwNaIn Q OZOU mz�Z�w wa H LLHLU O_ 0WF-W- LJm W=J LL ml-QO m�LUma �W(WFn Z ZW� �UzUi UQ OW=� U_ Op0 LLLW_j L 0 U)z w2-- w=LU 10 WU)0O w F-W� =O �ZD-Ur U)(/)LU _ W_JW U vJ WiY W=W _LULU >IU Z W Q Z J Q = W U Jaco w!?� - - a)3: wai O O z�a It LU WfL J OLLU OZ U V' a N N N z Q J ry Q 0 z Q X I - co O dO LL U) W 0 z ►-I w m LLi 1n _ 0_ w _J (D z_ o I I1 N 0 N SERVICE CABINET PLAN - 122.1 PUBLIC WORKS APpPRgOV D: DEPARTMENT Martin FastuCfy,18/2021 1 4: �FN COS BB8131FD98B449D... DATE 1 DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959 COMPONENT SCHLOULL OMETERBASE: 200 AMP, 4 JAW, MANUAL BYPASS, B-LINE U264 W/ 5T11 JAW AT 9:00 POSITION OPANELBOARD: 120/240 VAC, 125 AMP COPPER BUS, 1 PHASE, 3 WIRE, 18 CKT, IOK AIC 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 GROUND FAULT RECEPTACLE 1 - 40/1 SIGNAL (IF PRESENT) 1 - 40/1 AUXILLIARY SIGNAL (IF PRESENT) 2 - 60/2 SMALL CELL BRANCH 1 - 1511 CONTROL 3 - 20/1 SPARE O CONTACTOR: NEMA LIGHTING RATED, 30 AMP 4 POLE, 120 VAC COIL, SQD 891ODPA34V02 -I REQUIRED PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, ALR #SST-IES-UL O MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW OS 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 WITH 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: HINGED AND SECURED WITH 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 �v o SERVICE CABINET NOTES PLAN - 122.2 o PUBLIC WORKS APpPRROV D: DEPARTMENT Martin aStuChk?8/2021 1 4 �FNSC� FD98B449D DATE 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. v~ TRANSPORTATION NOTES STD. PLAN - 135 ®� PUBLIC WORKS A ROVED: DEPARTMENT GAZ 3/13/2019 1 4 F DATE DATE DESIGNED BY MRW 05/12/2022 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 REVISION 1 ICA DATE d ti Mv.'i. DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E ---CONDUIT ENTRANCE AREA 0a0 8 4 ° Q e. "a _wl Li PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET 6" 6" 1'-0" 1'-0" c11jj It -GRADE LEVEL N FRONT VIEW ° SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION ti o * _o® PUBLIC WORKS �� DEPARTMENT 1 /4" LOAD LINE 1 /4" FUSE 1/8" Qo M 1/s" CUTTING RINGS FUSE KIT rnnvv rn 1 VVTL JI-'LIUL SPLICE KIT FUSE KIT & SPLICE KIT DETAILS �R ADOPTED G CITY OF RENTON STANDARD PLANS LST DATE: 04/04 E._� .... 1 nWr NAAAF, in1 i CP PCrF• .Ini i IN COMPLIANCE WITH CITY OF RENTON STANDARDS [DIEVELOPMENT ENGINEERING TRANSPORTATION OPERATION havez 05/17/2022 CBarnes 05/17/2022 SHIM TO PLUMB SEE NOTE 3 o #4 HOOPS _IIT #4 BAR E�AC CORNER t5 6" MIN 1" TO 2" 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH 1'-6" + 2" l'-6" - #4 BAR EACH z + I PA #4 CORNER CO - - - �� _HOOPS CD Li U PLAN VIEW CONTROLLER CABINET FOUNDATION NOTES PER STD PLAN 126.2 CABINET FOUNDATION DETAILS "BAND. OR STD. PLAN - 126.1 OVED: 3/13/2019 1 DATE :1 DocuSign Envelope ID: 5D308AlA-204D-48E8-BB23-8A2834BB565E SHIM TO PLUMB SHIM TO PLUMB SEE NOTE 3 SEE NOTE 3 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 SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS 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 THE CONTROLLER AND CONTACTOR CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. 6. CONCRETE CLASS PER STD PLAN 135. 7. 2" CONDUIT SHALL BE PLACED FROM THE COMBINED BBS/CONTACTOR TO THE CONTROLLER CABINET. 8. EACH CABINET SHALL HAVE A %" 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 12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3. 4 HOOPS SHIM TO PLUMB (EQUAL SPACES) SEE NOTE 3 2„ I I II I I 6" MIN Ld 1" TO 2' FRONT VIEW 3 - #4 REINFORCING BAR (EQUAL SPACES) 3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET) SEE NOTE 5 SEE NOTE 7 1p 3/8" DIAMETER PLASTIC DRAIN SEE NOTE 5 �a w ? + --- 1) 0- -�0- -- - - - GwA� 3,a-mw+ . Q m U OUp HORIZONTAL 0 0 COMBINED FOUNDATION M1 REINF. BAR DIAGRAM 6 PIECES #4 HOOPS 3 - #4 REINFORCING BAR BBSI (EQUAL SPACES) CONTROLLER CONTACTOR CABINET CABINET 10" WIDTH 5„ WIDTH 10" +1" +2" PLAN VIEW COMBINED CONTROLLER /BBS/CONTACTOR FOUNDATION ti x o CABINET FOUNDATION STD. PLAN - 126.2 G + PUBLIC WORKS DETAILS A VED: DEPARTMENT 3/13/2019 1 4 DATE NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. MOUNTING ON EXISTING METAL POLE OR LUMINAIRE 5/16"x2-1/2" :ALVANIZED BOLT WITH GALVANIZED WASHERS. 4" MIN. TI T_ EDGE OF TRAVELED ROADWAY 90 30'-- FOR REFLECTORIZED SIGNS: MOUNT FACING Y(degree) OUTWARD IF SIGN IC V.-FAIN 30 FFFT OF ROADWAY SIGN FACE ORIENTATION SIGN POST LOWER SIGN a 5/IS- (IN) CORNER BOLT DOST SUPPORT OR 3/8" �IN) FLANGED SHOULDER BOLT WITH NUT AND WASHERS c_ 2 REOUIRED (TYP.) - BOLT STOP �31GN POST TYPE ST-4 SIGN SUPPORT LOWER SIGN POST SUPPORT - 2.25" (IN), 7-GAGE, HOT -DIP GALV., IN.T HEAVY-DUTY ANCHOR IAM COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 ®� PUBLIC WORKS META(ADOPTED)OST APPROVED: d yC DEPARTMENT 6-A 'v /V ATr transpogroup WHAT TRANSPORTATION CAN BE. Sur 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 T-420003 GMD RENTON IS°ER��~ titi I CITY OF RENTON NALILLUMINATION DETAILS 0 1 I Know what's below. Call before you dig. MAY 2022 L03 SHEET 3 OF 10 SHEETS 0 0 N 0 TAPER DIVIDER ENDS TO MATCH INSIDE- - - TAPER OF BOX BOX INTERIOR LENGTH - 1/16" O 5/16" (IN) x 1" (IN) S. S. (TYP 114 j COUPLING NUT 5/16" (IN) x 1 1/2" (IN) S. S. U (TYP) SET SCREW (TYP.) to 10 GAGE J GALVANIZED m DIVIDER PLATE STEEL SIDE VIEW ELEVATION VIEW 4a (FOR TYPE 2 JUNCTION BOX ONLY) A LID SUPPORT (TYP.) C (SEE NOTE 3) GROUNDSTUD (SEE NOTE 4) COUPLING NUT FOR ALTERNATIVE 2 - SEE SHEET 2 LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) HEADED ANCHOR SHEAR STUD - 3/8' (IN) x 3" (IN) 10 COUNT STUDS EVENLY SPACED AROUND FRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT A- NGLE WHEN USING LOCK - IN DETAIL ALTERNATIVE � -------------a-----� --- -Z-----`---------------- v v - LID O O O rt u HOOK v ; (TYP.) °oho°v u SEE NOTE 7 r 0 d I C I I --- - ---a---1----a- ---�--- G 2) (SEE NOTE 11) _ 1 3!8" (IN) DIAM. HOLE WITH D 1/2 - 13 x 1 1/2 STAINLESS STEEL PENTA HEAD BOLT 1 1/4" GAP (TYP,) 4" FOR HOOK RELEASE BOLT PLATE - SEE DETAIL LOCKING LID STANDARD (r P) 3/16 3/4 DUTY JUNCTION BOX 3/16 3/4 (CONDUITS NOT SHOWN) TOP OF SOIL A SURFACE OR FINISHED GROUNDING STUD 1 1!2"MIN. GRADE (SEE NOTE 4) E STEEL 3/ X ¢� COVERER PLATE COVER LID HOOK a F rn O X ¢ Z p ¢ % 2 1 MIN m O �T 3" .-�� 2• 2 w e;' 3 (SEE NOTE 6) j Mom( ^..• MIN w CRUSHED SURFACING (BASE ' LL COURSE OR TOP COURSE) -PER `v w STANDARD SPECIFICATION 9-03.9(3) N H C g=,•' ® GRS CONDUIT '• 1 C SECTION A DATE DESIGNED BY MRW 05/12/2022 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 JUNCTION BOX DIMENSION TABLE ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C INSIDE LENGTH OF JUNCTION BOX 18" - 19' 28" - 29" D INSIDE WIDTH OF JUNCTION BOX 13"- 14" 17" - 18" E LID LENGTH 17 5/8" 28 5/8" F LID WIDTH 12 5/8" 181/8" CAPACITY - CONDUIT DIAMETER NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -clip galvanizing. 3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 1/4-20 NC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. 1 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. _ DIAMOND PATTERN 3/8" (IN) STEEL COVER 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See (SEE NOTE 2) LIP PLATE (TYP.) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, LID SUPPORT (TYP.) see Standard Specification 9-29.2(4). WELDED WIRE m,P) 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) 1/8 fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. 10. See the Standard Specifications for alternative reinforcement and class of concrete. w o m 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and HEADEDANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved SHEAR STUD (TYP.) 1 112, shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved (SEE NOTE 11) MIN shoulders shall be Heavy -Duty. WELDED WIRE HOOP (TYP.) WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) (SEE NOTE 10) HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the SECTION O limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6). PERSPECTIVE VIEW GROUND STUD (SEE 3!8" (IN) STEEL NOTE 4)� J®SEpb COVER LIP PLATE Q B Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2 - ®� OF WASyY Conductor SEE DETAIL "E" ALTERNATIVE 2 TOP OF PAVED 1 1/2 MIN. SURFACE 02 Copper Solderless 3/8' (IN) STEEL 3/16" F LID SUPPORT (TYP.) - TOP OF BASE Crimp Connector COVER LIP PLATE L SHAPE SHOWN (TYp.) (SEE NOTE 3) COURSE <�> Equipment Bonding Jumper See Note 6 3/8" (IN) x 3" (IN) HEADED ANCHOR ( ) - SHEAR STUD (TYP.) ��, .p2,uteezO O See size Co tract for numberconduit FABRICD WIRE IONAL o w o _ -: i' (WWF) 04-W2.9xW2.9 F Of TT OO U m w DLL 2 O ID g a N O COVER MARKING DETAIL ITS 1/2" (TYP.) 1/4" CLEAR e Q Q °v� I T S I LL AROUND °v°vww v SEE NOTE 7 (6 GAGE) (SEE NOTE 10) R"'t,y,Tod Z 2 � WELDED WIRE HOOP Apr2520169:32AMa MIN. " 3 (TYP.) W2.9 (6 GAGE) LOCKING LID STANDARD (SEE NOTE 10) DUTY JUNCTION BOX TYPES 1 & 2 ;D STANDARD PLAN J-40.10-04 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION C rpen¢ r, Jeff Ap, 28 20163:12 PM SECTION O STATE DESIGN ENGINEER Washinglon State Deportment of Transportation (CONDUITS NOT SHOWN) -" 1/2 -13 x 1 1/2 S. S. PENTA HEAD _ BOLT AND 1/2" (IN) S. S. FLAT WASHER 0 1 3/8" (IN) DIAM. HOLE p BOLT PLATE CHANNEL - _ } SEE DETAIL _ U 3/16 (TYPJ Y 2" (IN) x 1/4" (IN) - 3 GAGE STEEL SPACER 0 (TYPJ 3/16 1 5/8- (IN) SLOTTED S. S. CHANNEL WITH S. S. CHANNEL NUT AND SPRING LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 3/8" (IN) STEEL COVER PLATE - 3/8" (IN) STEEL SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE (TYP.) 1/2 1/8 PORT - fATrACHMENT SHOWN 3l16 TE 3) PLING NUT WWF - WELDED OWN TO LIP PLATE ENT TAB - IL WELDED WIRE HOOP (TYP.) DETAIL O W2.9(6 GAGE) (SEE NOTE 10) ALTERNATIVE 1 SHOWN PERSPECTIVE VIEW LID SUPPORT - 1/4" LID LIFTING NOTCH L SHAPE SHOWN (SEE NOTE 3) 3/16 3/8" (IN) STEEL 1/2 - 13 x 1 1/2 S. S. PENTA COVER LIP PLATE HEAD BOLT AND 112" (IN) S. S. FLAT WASHER 3/16 V 11/2 WAIF -TIED IN 2 PLACES TO HEADED ANCHOR SHEAR STUD WWF 4x4-W2.9xW2.9 (TYP.) (6 GAGE) (SEE NOTE 10) 3/8" (IN) x 3" (IN) HEADED ANCHOR J SHEAR STUD - WELDED TO LIP PLATE BOLT PLATE CHANNEL - SEE DETAIL a� r{3(SEE NOTE 6) 1/4" LID LIFTING NOTCH 2" 2 1/2" 3116" LID SUPPORT - L SHAPE SHOWN SEE NOTE 3 2" IN x 1/4" IN - 3 3/8" IN STEEL ( ) ( ) ( ) PLATE 3/16 GAGE STEEL SPACER 1" 1 5/8" 3/8' IN STEEL v %777771 ��ER COVERLIPPLATE BOLT 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S S FLAT WASHER 1 d 3/16 1 (TYP.) " 1/8 o A < LID HOOK- 1" (IN) x 1" (IN) x 3/16" (IN) ANGLE 3/16 1 1/2 . d A . LID SUPPORT - -7-3/1-6 L SHAPE SHOWN WWF - TIED IN 2 PLACES A (SEE NOTE 3) TO EACH HEADED - 4 ANCHOR SHEAR STUD WWF 4x4-W2.9xW2.9 (TYP.) _ (6 GAGE) (SEE NOTE 10) SECTION OC 3/8" (IN) x 3" (IN) HEADED ANCHOR SHEAR STUD - WELDED TO LIP PLATE 1 3/8" (IN) DIAM. HOLE BOLT PLATE CHANNEL -�\ SEE DETAIL (TYP') 3/16 f a 4 BOLT DOWN HEX COUPLING NUT ATTACHMENT TAB - S. S. 5/16-NC x 7/8" (IN) WITH SEE DETAIL S. S. 5/16-NC x 3/4" (IN) BOLT & THREE EACH S. S. 5/16" (IN) FLAT WASHERS LID BOLT DOWN SUPPORT ANGLE - 1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE DETAIL ( ALTERNATIVE 2 SHOWN 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. 3/16" FLAT WASHER 1 1/8" (IN) x 2" (IN) 3/8" (IN) STEEL � 1 1/8" (IN) x 2- (IN) VERTICAL SLOT COVER LIP PLATvri7YmTTlJ VERTICAL SLOT mP') 3/16 ,A. (TYP') 1/8 = 3/16 _ 1/8" (IN) x 314" (IN) 3l16 1 1!2 a STEEL ANGLE WWF - TIED IN2 d PLACES TO HEADED 3/16 1/8" d (IN) x 3/4" (IN) ANCHOR SHEAR STUD p ANGLE (TYPJ 1/4" (IN) STEEL PLATE WWF 4x4-W2.9xW2.9 ` 4 ."pe 1/4" (IN) S. S. PLATE (TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN (SEE NOTE 10) (SEE NOTE 3) 3/8" (IN) x: (IN) HEADEDANCHOR SHEAR STUD - DETAIL OE WELDED TO LIP PLATE ALTERNATIVE 3 SHOWN REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING W.;'ZsI#L [TRANSPORTATION OPERATION JChavez 05/17/2022 CBarnes 05/17/2022 IL 112 -13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) I 3/8" (IN) STEEL COVER PLATE - SHOWN CUT AWAY FOR CLARITY 3 DETAIL ( ALTERNATIVE 2 SHOWN PERSPECTIVE VIEW � 3/16 V 1 1/2 LID SUPPORT - L SHAPE SHOWN (SEE NOTE 3) EXPOSE LID BOLT DOWN SUPPORT ANGLE TO ATTACH ALTERNATIVE 2 LID BOLT DOWN ANGLE ATTACHMENT TAB LID BOLT DOWN SUPPORT ANGLE - 2" (IN) x 2" (IN) x 1/4" (IN) ANGLE 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 3/8" (IN) STEEL COVER N 5/8" (IN� BOLT PLATE CHANNEL - r'+ 1" (IN) SEE DETAIL HORIZONTAL SLOT o SLOTTED STEEL CHANNEL 5/8" (IN) x 1" (IN) 3 (SEE NOTE 6) 4 HORIZONTAL SLOT a 3/16 3/16 HEX COUPLING NUT 1 S. S. 5/16-NC x 7/8" (IN) WITH S. S. 5/16-NC x 3/4" (IN) BOLT LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. 5/16" (IN) TAB - SEE DETAIL FLAT WASHERS DETAIL ( ALTERNATIVE 1 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) 2- 9/16- (IN) 2" DIAM. 2" HOLE 111/2" 4L1" 1" (IN) 7/16" (IN) x -- - - VERTICAL r" 3/4" (IN) _ _ _ _ SLOT SLOT DIAM. HOLE 1/2" (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x &1/4' ANGLE 7/16" (IN) x 3/4" (IN) SLOTBOLT PLATE CHANNEL 1/2" (IN) S. S. HEX NUT TYP.) SOSEp�, ®� e of WA ALTERNATIVE 2 LID BOLT DOWN ATTACHMENT TAB ' !� (SEE NOTE 12) E- PLATE - SHOWN CUT 1/8" (IN) x 3/4" (IN) 1/4" (IN) STEEL PLATE AWAY FOR CLARITY STEEL ANGLE 3/16 1 1/2 PLATE LID SUPPORT - 31 1 1/8 o L SHAPE SHOWN a (SEE NOTE 3) = a--------------- 3/4" (IN) 1/8 RADIUS 1/8" (IN) x 3/4" (IN) STEEL 1!2" (IN) S. S. 1/8" x ANGLE - RIGHT ANGLE ) (IN) 3/4" (IN) STEEL SHOWN, MIRROR IMAGE HEX NUT ANGLE - MIRROR IMAGE DETAIL OF FOR LEFT ANGLE ALTERNATIVE 3 FOR LEFT ANGLE ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB PERSPECTIVE VIEW (SEE NOTE 12) transpogroup sgr WHAT TRANSPORTATION CAN BE. 4 Ay&39820 l S T0R�� ♦�� `rsIONAL ��G B ilcy, Tcd u Arr2520169:33AM LOCKING LID STANDARD" DUTY JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10-04 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION e"meme . Derr e4T#, -tPli. Apr 2R 2016 3:12 PM STATE DESIGN ENGINEER 7 Washington State Department of Transportation T-420004 GMD RENTON Know what's below. Call before you dig. IL04 SHEET 4 OF 10 SHEETS 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 s°ERA°�,�� titi I CITY OF RENTON IVAL�� yl1��ti° ILLUMINATION DETAILS 0 MAY 2022 0 0 N I I 0 F_ GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH RENTON STANDARD SPECIFICATIONS, RENTON STANDARD PLANS, AND THE CONTRACT, UNLESS OTHERWISE NOTED. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. 2. A COPY OF THE APPROVED PLAN SHALL BE ON SITE DURING CONSTRUCTION. 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 4. THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING LIGHTING WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTED UTILITY AGENCY. 6. THE CONTRACTOR SHALL SALVAGE AND DELIVER ALL EXISTING SIGNAL EQUIPMENT SPECIFIED FOR REMOVAL BACK TO CITY OF RENTON, UNLESS OTHERWISE NOTED IN WRITING BY THE ENGINEER. 7. THE LOCATIONS OF PROPOSED CONDUITS AND JUNCTION BOXES SHOWN IN THESE PLANS ARE GRAPHICAL REPRESENTATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 8. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS OF ALL PROPOSED FOUNDATIONS WITH THE ENGINEER PRIOR TO EXCAVATION. 9. PROPOSED JUNCTION BOXES LOCATED WITHIN SIDEWALKS AND CURB RAMPS SHALL BE EQUIPPED WITH SLIP -RESISTANT LIDS. 10. TYPE 1 AND TYPE 2 JUNCTION BOXES SHALL BE INSTALLED PER WSDOT STANDARD PLAN J-40.10. 11. THE CONTRACTOR SHALL LABEL ALL CONDUCTORS FOR SIGNAL EQUIPMENT WITHIN EACH JUNCTION BOX. 12. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THIS PLAN. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH LOCATION TO CONFIRM THAT THERE ARE NO CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED STREETLIGHT POLES PRIOR TO CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 13. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONDUCTORS ASSOCIATED WITH EXISTING SIGNAL EQUIPMENT SPECIFIED FOR REMOVAL, UNLESS OTHERWISE NOTED. CAP AND ABANDON EXISTING UNUSED CONDUIT. REMOVE PORTIONS OF ABANDONED CONDUIT WHERE IN CONFLICT WITH NEW CONDUIT, UNLESS OTHERWISE NOTED. 14. 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). 15. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 16. 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). S GRADY WAY CONSTRUCTION NOTES O INSTALL PEDESTRIAN SIGNAL STANDARD (TYPE PS) AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 131. INSTALL ONE APS PUSHBUTTON ASSEMBLY AND ONE PEDESTRIAN SIGNAL HEAD (TYPE D MOUNT) ON POLE PER WSDOT STANDARDS PLAN J-20.26 AND J-75.10. O INSTALL ACCESSIBLE PEDESTRIAN PUSHBUTTON POST (PPB) AND FOUNDATION PER WSDOT STANDARD PLAN J-20.10. INSTALL ONE APS PUSHBUTTON ASSEMBLY ON POST PER WSDOT STANDARD PLAN J-20.26. O INSTALL ACCESSIBLE PEDESTRIAN PUSHBUTTON POST (PPB) WITH CURB BASE AND FOUNDATION PER WSDOT STANDARD PLAN J-20.11. INSTALL TWO APS PUSHBUTTON ASSEMBLIES ON POST PER WSDOT STANDARD PLAN J-20.26. ® INSTALL PEDESTRIAN SIGNAL STANDARD (TYPE PS) AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 131. INSTALL ONE APS PUSHBUTTON ASSEMBLY AND ONE PEDESTRIAN SIGNAL HEAD (TYPE D MOUNT) ON POLE PER WSDOT STANDARDS PLAN J-20.26 AND J-75.10. O5 REMOVE EXISTING PUSHBUTTON SERVING EAST/WEST CROSSING AND REPAIR HOLES IN POLE WITH WATERTIGHT SEAL AS APPROVED BY THE ENGINEER. © REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX. O7 ROUTE NEW CONDUITS) AND CONDUCTORS INTO EXISTING JUNCTION BOX. ® REMOVE EXISTING LOOP WIRES BACK TO EXISTING RETURN CABLE. REMOVE UNUSED RETURN CABLES BACK TO SIGNAL CONTROLLER CABINET. O9 ADJUST JUNCTION BOX TO FINISHED GRADE. 10 PROTECT EXISTING POLE TO REMAIN. 11 COORDINATE WITH CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEERING TO SET VIDEO DETECTION ZONES. 12 INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM PER CITY OF RENTON STANDARD PLAN 140. LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEERING PRIOR TO INSTALLATION. • -• • 20 .• DESIGNED BY DRAWN BY REVIEWED BY DATE MRW 05/12/2022 MRW 05/12/2022 CAC 05/12/2022 � • T(UG) —I _,�Lo�' / /�wTw—w—w--tom-"" --------- — _. �w �LVL w—w - w—w w =w=w=w— VL, I 0 0 G/ --12 G CII -------------------- ------- ------- ---------- - --- ---- TT 4_3 no P�68 � Y�l 7-- P(UG) f I P(UG) - - P(UG) I P(UG) 8 REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATIONr_1 N JChavez 05/17/2022 [CBarnes 05/17/2022 — 14+00 - L_� - transpogroulo AUF WHAT TRANSPORTATION CAN BE. LEGEND DESCRIPTION RIGHT-OF-WAY CONDUIT CONSTRUCTION NOTE SIGNAL POLE CONSTRUCTION NOTE WIRE NOTE SIGNAL POLE AND MAST ARM PEDESTRIAN SIGNAL STANDARD PEDESTRIAN PUSHBUTTON POST APS PEDESTRIAN PUSHBUTTON (PPB) ASSEMBLY PEDESTRIAN SIGNAL HEAD VEHICLE DETECTION LOOP TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX SIGNAL CONTROLLER CABINET ELECTRICAL SERVICE CABINET EXISTING P(UG) P(UG) P(UG) P(UG) PROPOSED WIRING SCHEDULE A# RACEWAY CONDUIT SIZE* VEH DIET 2C(SH) EVP DIET 3C(SH) PPB 2C(SH) VIDEO VDCC CABLE VEH/PED 5C ILLUM #8 OTHER NO. 1 2" SCH40 1 1 2 1 " SCH40 1 3 EX 3" 4 (EX) 1 (EX) 2 4 (EX), 1 4 EX 3" 4 (EX) 2 (EX) 2 8 (EX), 1 5 EX 2" 5 (EX) 2 1 (EX) 6 EX 4" 4 (EX) 3 (EX) 2 1 (EX) 12 (EX), 1 7 EX 2" 4 (EX) 1 1 8 EX 3" 4 (EX) 1 (EX) 1 1 3 (EX), 1 2 (EX) 9 EX 4" 6 (EX) 1 (EX) 1 1 3 (EX), 1 10 EX 2" 2 (EX) 1 3 (EX) 11 1.5" SCH40 2 *ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN SIZE TO THE LARGEST CONDUCTOR (MINIMUM NO. 8) UNLESS OTHERWISE NOTED. NEW 0 T-420005 GMD RENTON I Know what's below. Call before you dig. TS 01 SHEET 5 OF 10 SHEETS 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 �s°�R CITY OF RENTON NA TRAFFIC SIGNAL PLAN 0 MAY 2022 0 0 N O PED. HEAD 69 7 61 R 1� 762 G 763 W 766 B 767 0 P.P.B. 69 764 B 765 W POLE NO. 1 P.P.B, 28 qRmtr—B W P.P.B. 89 784 B 785 W POLE NO. 3 TYPE 3 SIGNAL POLE - SW CORNER DATE DESIGNED BY MRW 05/12/2022 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 Z.%_..)n 2CSH 2CSH VDCC TO CONTROLLER TO CONTROLLER TO CONTROLLER P.P.B� 88 784 B 785 W POLE NO. 2 2CSH PED. HEAD 68 761 R 762 G 763 W POLE NO. 4 REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION JChavez 05/17/2022 CBarnes 05/17/2022 766 B 767 0 P.P.B. 68 764 B 765 W TO CONTROLLER TO CONTROLLER transpogroulo AUF WHAT TRANSPORTATION CAN BE. T-420006 GIvID RENTON I Know what's below. Call before you dig. TS02 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 I2°E~ titi I CITY OF RENTON MAY 2022 NAL�� TRAFFIC SIGNAL WIRING DETAILS 0 SHEET 6 OF 10 SHEETS 0 0 N r 0 rtoo LEGEND a. VEHICLE DISPLAY g. PEDESTRIAN DISPLAY b. mastarm MTD. SIGN h. TERMINAL CABINET c. STREET NAME SIGN i. APS PPB-M d. PRE-EMPT DETECTOR j. HANDHOLE e. POST MTD. SIGN k. PTZ CAMERA f. LUMINAIRE MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 J w�� E1 POLE ORIENTATION LINE (E1 ATTACHMENT POINT) , \� O POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) 0° 2700 STANDARD STANDARD PLAN REFERENCES TYPE POLE FOUNDATION ELECTRICAL STANDARD CURB FIXED J-20.10 J-20.10 J-20.10 PPB BREAKAWAY J-20.15 J-20.15 J-20.15 0 N PS J-21.10 J-20.20 STDTON J -21.15 J -21.10 J -21.20 II, III, SD N/A J-26.10, J-26.15 N/A N/A 1800 �. ATTACHMENT POINT ALL HANDHOLES AT 180° FROM E1 7O ANCHOR BOLT PLATE O LOCATION STATION <i N 1pO POLE ORIENTATION AND ATTACHMENT POINT DETAIL NOTE: TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL STANDARDS AT AN ANGLE OTHER THAN A 45 DEGREE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR A SINGLE PEDESTRIAN DISPLAY. DATE DESIGNED BY MRW 05/12/2022 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 6O31-611 MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON LUMINAIRE mastarm X Y Z ft3 mastarm LENGTH X Y Z (ft3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16' 52.8 0 u 00 TYPE PPB PPB POST I TYPE PS PED. HEAD STANDARD I.. 0 0 IT - TYPE I VEHICLE HEAD STANDARD NOTES O MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. FOR TYPE N MOUNTS ONLY, DRILL 1" DIA. HOLE IN mastarm AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED HERE: sir_u SIGN uGir_uT HEIGHT winTu WIDTH AREA AREA b 3.0 FT N/A 7.5 SQ. FT. c 3.0 FT N/A 36.0 SQ. FT. e N/A 3.0 FT 15.0 SQ. FT. O1'-0" MIN. TO2'-6" MAX. FROM POLE CENTERLINE TO SIGN EDGE OFOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. FROM THE FACE OF THE CURB OR THE EDGE CL OF THE SHOULDER TO THE EDGE OF -0 CW. THE SIGN TYPE II, PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR O7 DMS OR VMS IS NOT III & SD 5EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; ALLOWED ON THESE POLES. SIGNAL STANDARD 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE) SIGNAL STANDARD DETAIL CHART STD. No. CENTERLINE STATIONING FIELD LOCATION POLE TYPE POLE ATTACHMENT POINT ANGLES (deg.) REMARKS STATION OFFSET (FT) LT. RT. P.O.A D E1 E2 F G1 G2 H 11 12 O1 S GRADY WAY 12+90.2 38.8 X 0 PS 20 290 20 S GRADY WAY 13+10.0 46.0 X 0 PPB 0 Q3 S GRADY WAY 13+81.7 34.5 X 0 PPB 0 95 ® S GRADY WAY 12+58.0 37.7 X 0 PS 30 115 REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` TRANSPORTATION OPERATION JChavez 05/17/2022 CBarnes 05/17/2022 Iq transpogrouo WHAT TRANSPORTATION CAN BE. x 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 �0 52038 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 S �GISTER��ti� T-420007 GMD RENTON CITY OF RENTON Know what's below. Call before you dig. MAY 2022 TS03 SHEET OF 10 SHEETS TRAFFIC SIGNAL POLE CHART U 0 IN 0 Y (IN) PIPE CAP NOTES l 3" (IN) PIPE CAP . w rTHREE TOP OF POST _ 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. STAINLESS STEEL2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA FLAT WASHER --- - - - - - --- - TOP of POST CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to post 1/4" (IN) STAIN_ - height to accommodate plaque and leave a 2" (in) space between signs. STEEL HEX* 1/4" (IN) • 1 1/4" (IN) LONG\v GROUNDING CONNECTION - 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. L3 STAINLESS STEEL SEE DETAIL AT LEFT o THREADED STUD- - 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. EQUIPMENT GROUNDING POST CODUCTOR . ---- .. 5. Two button installation may require adaptor(s). EQUIPMENT GROUNDINGWALL - -- - v CONDUCTOR AND FULL CIRCLE w CRIMP -ON CONNECTOR - CRIMPED FIELD DRILL AND TAP FOR O W FIIi LU 0 WITH A MANUFACTURER'S 1/4 20 THREAD BOLT (TYP.) _�]/ w ACCESSIBLE PEDESTRIAN RECOMMENDED CRIMPER -',�' � SIGNAL (APS) ASSEMBLY GROUNDING CONNECTION * WELD STUD To POLE WALL To w DETAIL MAXIMUM EXTENT POSSIBLE ;1' ;, I'i ■ o (1/2" (IN) MINIMUM WELD) 10" (IN) OR LESS DESIRABLE - o_ 18" (IN) MAXIMUM 5/8" (IN) DIAMETER HOLE (TYP.) -J0- - -- - LU 0 1 1/2" (IN) DIAMETER 5/8" (IN) DIAMETER i � �,i HOLE HOLE of W aZ 1„ POST DETAIL 0 Z 0 W o i w 6" (IN) DIAMETER a =v BOLT CIRCLE - - 0 PLATE) STEEL - CONDUCTOROU EQUIPMENT GROUNDING = ! EDGE OF i PEDESTRIAN PUSHBUTTON POST - SIDEWALK IL Y STEEL PIPE (SCHEDULE 40) i " CONDUIT COUPLING - INSTALL FLUSH ANCHOR BOLT TEMPLATE WITH TOP OF FOUNDATION (DO NOT GLUE PVC STUBOUT) 7„ 1 N 1 TOP OF FOUNDATION �L 5/8 (IN) DIAMETER 3/4" (IN) CHAMFER (TYP.) HOLE TYP. = PREMOLDED (TYP.) _ N X a JOINT FILLER TOP OF FINISHED GRADE w 6" (IN) DIAMETER �-':11SIDEWALK FINISHED BOLT CIRCLE GRADE ANCHOR BOLT TEMPLATE ASSEMBLY L IN 3 9/16 (IN) 0 o ANCHOR BOLT TEMPLATE - TWO REQUIRED ELEVATION DIAMETER m ) x 18IN (IN) HOLE 112E (" FULL THREAD ANCHOR BOLT - ) -- m FOUR REQUIRED PER ASSEMBLY 112E IN (IN) STEEL PIPE 1/2" (IN) DIAMETER STEEL HEAVY HEX NUTS - (Z \_ S (SCHEDULE 40) o FOUR REQUIRED PER ANCHOR BOLT (Sp \ STEEL PLATE J BASE PLATE DETAIL iv FLAT WASHERS -FOUR REQUIRED PER ANCHOR BOLT 0 lr�C48821R�0 �6V GROUNDING BASE PLATE ASSEMBLY - c IST EQUIPMENTCO CONDUCTOR _ _ _ 1/2" (IN) DIAMETER STEEL HEAVY HEX NUT, ; !I COMMERCIAL CONCRETE ��ON�L _ WITH FLAT WASHER, TWO EACH REQ'D. PER ANCHOR BOLT - MIN. ,19 2:53 PM M - OF TWO THREADS ABOVE TOP OF JacksonFlint � 3/16 NUT OR 5/8" (IN) MAXIMUM (TYP.) i ,/ Jul 29 26 3/8' (IN) _ ACCESSIBLE PEDESTRIAN DRAIN TUBE _ GROUT PAD - PUSHBUTTON POST (PPB) INSTALL AFTER 1" (IN) DIAMETER AND FOUNDATION STANDIARD CO NG ELECTRICAL -- STANDARD PLAN J-20.10-04 fill fill SHEET 1 OF 1 SHEET 118E - D o - 2" (IN) LONG PVC STUBOUT V (IN) DIAMETER ELECTRICAL DETAIL A CONDUIT SQUARE - APPROVED FOR PUBLICATION Roark, Steve Jul 11 2019 12,13 PM FOUNDATION DETAIL --- --- --- - STATE DESIGN ENGINEER Amok e Washington State Department of Transportation PERSPECTIVE VIEW -„ NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 1/4-20 NC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. E 3/16" (TYP.) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. GROUND STUD DIAMOND PATTERN 316E (IN) STEEL COVER SEE NOTE 4 (NP') SEE NOTE 2 LIP PLATE TYP.) 7. The System Identification letters shall be 118E (in) line thickness formed with a mild steel weld bead. See ( ) 3/1s 1 1/2 ( > ( Cover S MarkingSdetail. Grind off diamond pattern before forming letters. For System Identification details, COUPLING NUT FOR ALTERNATIVE 2 - SEE SHEET 2 LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) HEADED ANCHOR SHEAR STUD - 3/8" (IN) x 3" (IN) 10 COUNT STUDS EVENLY SPACED AROUND FRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT A- NGLE WHEN USING LOCK - TAPER DIVIDER ENDS TO MATCH INSIDE - - 0 - TAPER OF BOX BOX INTERIOR LENGTH - 1/16" O 5/16" (IN) x 1" (IN) S. S. (TYP-) 1/4 v COUPLING NUT 5116E (IN) x 1 112E (IN) S. S. (TYP) SET SCREW (TYP.) - - - - - 10 GAGE J GALVANIZED m DIVIDER PLATE STEEL SIDE VIEW Z Z ELEVATION VIEW (FOR TYPE 2 JUNCTION BOX ONLY) A LID SUPPORT (TYP.) C (SEE NOTE 3) JUNCTION BOX DIMENSION TABLE Y ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C INSIDE LENGTH OF JUNCTION BOX 18" - 19" 28" - 29" D INSIDE WIDTH OF JUNCTION BOX 13"- 14" 17" - 18" E LID LENGTH 17 5/8" 28 5/8" F LID WIDTH 125/8" 181/8" CAPACITY - CONDUIT DIAMETER 6" 12" LID SUPPORT (TYP.) see tandard peel Icatfon 9-2a.2(4). WELDED WIRE 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) (TYP.) 118 fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. 10. See the Standard Specifications for alternative reinforcement and class of concrete. Ja e m 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of w welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and ING DETAILALTERNATIVE I HEADEDANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved 2) (SEE NOTE 11) SHEAR STUD (TYP.) 1 11 ... shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved 1 318" (IN) DIAM. HOLE WITH D (SEE NOTE 11) MIN shoulders shall be Heavy -Duty. 1/2 - 13 x 1 1/2 STAINLESS WELDED WIRE HOOP (TYP.) WWF WIRE TIED TO 14. Distance between the to of the conduit and the bottom of the Junction Box lid shall be 6" In min. to 8" In STEEL PENTA HEAD BOLT 1 114E GAP (TYP.) 4" P ( ) ( ) FOR HOOK RELEASE (SEE NOTE 10) HEADED ANCHOR (TYP.) max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments BOLT PLATE - SEE DETAIL SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the LOCKING LID STANDARD SECTION OD limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6). (TYP-) 3/16 3M DUTY JUNCTION BOX 3/16 3M (CONDUITS NOT SHOWN) PERSPECTIVE VIEW TOP OF SOIL A GROUND STUD (SEE NOTE 4) JOSE 316E (IN) STEEL B p� SURFACE OR COVER LIP PLATE Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2 FINISHED GRADE GROUNDING STUD 1 1/2" MIN. TOP OF PAVED Conductor SEE DETAIL "E" ALTERNATIVE 2 WASy�Nc� (SEE NOTE 4) 1 1/2 MIN. OQ E 3/8" (IN) STEEL 3116E SURFACE O2 Copper Solderless 3/g" (IN) STEEL F LID SUPPORT (TYP.) - <TJ ! y C COVER PLATE 3116E (SHAPE SHOWN TOP OF BASE Crimp Connector COVER LIP PLATE �2 \ LID HOOK COURSE (TYP) (SEE NOTE 3) a "� � 0 O g cV W W m Ur w L _�_7 z z i LL N w = 4 PVC CONDUIT ----------------- DESIGNED BY DRAWN BY REVIEWED BY Is a 1---- ------ =------------- z LID q I HOOK I (TYP) - - SEE NOTE 7 r b d C I I Q i-- Q3 Equipment Bonding A 318E (IN) x 3" (IN) HEADED ANCHOR �v a Jumper (See Note 6) A SHEAR STUD (TYP.) 0 �� 39820�� <v }} -- --- s 1 N F 4Q See Contract for conduit WELDED WIRE �ssIONAL ECG` 0 size and number FABRIC (TYP.) C3 W o ': f' (WWF) 4x4-W2.9xW2.9 1. , 1" W 3„ 2" w 8 3 (SEE NOTE 6) ' . MIN. m W a Mom( CRUSHED SURFACING (BASE 2 m COURSE OR TOP COURSE) - PER 0 STANDARD SPECIFICATION 9-03.9(3) , 2 C N ® GRS CONDUIT SECTION 0 DATE MRW 05/12/2022 MRW 05/12/2022 CAC 05/12/2022 (6 GAGE) (SEE NOTE 10) Apr25 2016 9:32 AM 2 WELDED WIRE HOOI_IwllP' MIN 3 (TYP.) W2.9 (6 GAGE) LOCKING LID STANDARD `= (SEE NOTE 10) DUTY JUNCTION BOX off° TYPES 1 Ss 2 STANDARD PLAN J-40.10-04 o SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION �� Carpenter, Jeff eQ/t�iPAftF1L, Apr 282016 3:12 PM SECTION (B J STATE DESIGN ENGINEER TWashington State Department of Transportation (CONDUITS NOT SHOWN) , _J W � TOP OF Z POLE X LL 1/4" (IN) WEEP HOLE m 1/4" (IN) Z WEEP HOLE BELOW MATCHLINE- SEE DETAILS o ON PEDESTRIAN SIGNAL HEAD WITH TYPE D MOUNT i� MATCHLINE �_ TYPE C MOUNT PLACEMENT V (IN) 9,, DIAMETER HOLE (TYP.) TAPERED STEEL SHAFT I -1 o, i- c 9" (IN) DIAMETER BOLT CIRCLE 3/4" (IN) STEEL PLATE 1/8 3/16 BASE PLATE DETAIL NOTES PEDESTRIAN SIGNAL HEAD WITH TYPE D MOUNT 1. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base and Slip Base details. 2. Steel shaft shall be tapered either round or dodecagon (12-sided), 11 gage, 4 1/2" (in) O.D. at slipfitter weld. Taper shall be 0.14" (in) per foot. 3. Welding of structures shall be in accordance with the latest edition of the AWS D1.1 Structural Welding Code - Steel. All butt welds shall be ground flush with base metal. TOP OF POLE 4. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. 5. See Standard Plan J-20.20 for Accessible Pedestrian Signal Standard Electrical details. 1/4" (IN) WEEP HOLE 6. Hand holes shall include a removable, rain -tight cover and gasket, fastened with two stainless steel OFFSET SLIPFITTER screws (ASTM 593). 7. Supplemental grounding conductor shall be non -insulated #4 AWG stranded copper and shall be MATCHLINE clamped to vertical rebar with a connector suitable for use embedded in concrete. Provide 3'- 0" min. - - - - - - slack. Attach to pole grounding stud with a full circle crimp -on connector (crimped with a manufacturer recommended crimper). ABOVE MATCHLINE - USE DETAILS FOR PEDESTRIAN SIGNAL HEAD 8. The junction box serving the standard shall preferably be located 5'- 0'" (10' - 0'" max.) from WITH TYPE C MOUNT the standard. 9. Where shown in the plans, install plaque (R10 - 32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA CROSSING TIME" two inches above the Accessible Pedestrian Signal (APS) Assembly. TAPERED STEEL SHAFT 114" (IN) STAINLESS STEEL HEX NUT (SEE NOTE 2) POLE WALL STAINLESS STEEL WASHERS (TYP.) ® ACCESSIBLE PEDESTRIAN 114" (IN) DIAMETER x 1 1/4" (IN) LONG .. SIGNAL (APS) (SEE NOTE 5) STAINLESS STEEL STUD 1/8 1/4" (IN) STAINLESS STEEL NUT HEX (TYP.) FULL CIRCLE CRIMP -ON INSTALL ROSETTE IF CONNECTOR (TYP.) KNOCKOUT IS OPEN EQUIPMENT GROUNDING SUPPLEMENTAL GROUNDING CONDUCTOR CONDUCTOR i GROUNDING CONNECTION GROUNDING CONNECTION ]®SEp�, SEE DETAIL DETAIL ®� - WASy1N / 1~ 1 ' HAND HOLE � EQUIPMENT GROUNDING CONDUCTOR (SEE NOTE 6) SUPPLEMENTAL GROUNDING CONDUCTOR (SE NOTE 8) 114E (IN) WEEP TOP OF °' TOP OF HOLE SIDEWALK M FOUNDATION LOCK NIPPLE i OFFSET SLIPFITTER - PREMOLDED OFFSET TO FRONT JOINT FILLER OF POLE SUPPLEMENTAL GROUNDING CONDUCTOR (SEE NOTE 8) CONCRETE FOUNDATION (SEE NOTE 1) TYPE D MOUNT VIEW O PEDESTRIAN SIGNAL STANDARD TYPE D MOUNTING DETAIL (FIXED BASE SHOWN) _ PERSPECTIVE VIEW �O „Q 39820 y�1 STBRW ♦� �?�ss10NAL Jun 12620144 26PM PEDESTRIAN SIGNAL STANDARD (TYPE PS) DETAILS STANDARD PLAN J-20.16-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Jun 30ch, Pasco � Jun 3020143:12 PM - STATE DESIGN ENGINEER T Washington State Department of Transportation 1/2 - 13 x 1 1/2 S. S. PENTA HEAD LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 1/4" LID LIFTING NOTCH 2" 2 1/2" BOLT AND 1/2" (IN) S. S. FLAT WASHER 1 3/16" LID SUPPORT - L SHAPE SHOWN 1 3/8" (IN) DIAM. HOLE 3/8" (IN) STEEL COVER PLATE - 3/8" (IN) STEEL 3/8" (IN) STEEL (SEE NOTE 3) 3116E 2" (IN) x 1/4" (IN) - 3 1" 1 516E SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE GAGE STEEL SPACER 0 BOLT PLATE CHANNEL - W 3/8" (IN) STEEL SEE DETAIL (TYP) COVER LIP PLATE BOLT - 13 x 1 1/2 S.) PENTA HEAD v 3/16 BOLT AND 112E (IN) S. S. FLAT WASHER 3/16 a 11 1 TYP.) N 5/8" (IN) x (TYP.) 3/16 1 1/2 1/8 4 3/16 1 ( BOLT PLATE CHANNEL - 1" (IN) 2" (IN) x 114E (IN) - 3 GAGE LID SUPPORT - o '" o " 1 88 O SEE DETAIL HORIZONTAL LID HOOK - 1" (IN) x SLOT STEEL SPACER L SHAPE SHOWN 3/16 1" (IN) x 3116E (IN) ANGLE 3/16 1 1!2 o SLOTTED STEEL CHANNEL - x (SEE NOTE 3) 4' 3 (SEE NOTE 6) 5/8" (IN) 1" (IN) (TYP.) 3/16 ...a o a LID SUPPORT - 3/16 4 HORIZONTAL SLOT HEX COUPLING NUT WWF-WELDED WWF -TIED IN 2 PLACES --._-- L SHAPE SHOWN 4 �•.,., LID BOLT DOWN TO LIP PLATE (SEE NOTE 3) TO EACH HEADED 1 5/8' (IN) SLOTTED S. S. ATTACHMENT TAB - 4 ANCHOR SHE STUD 3/16 3/16 CHANNEL WITH S. S. SEE DETAIL WELDED WIRE p� CHANNEL NUT AND SPRING WWF 4x4-W2.9xW2.9 (TYP.) 4 HEX COUPLING NUT HOOP (TYP.) (6 GAGE) (SEE NOTE 10) DETAIL O W2.9 (6 GAGE) 1 S. S. 5/16-NC x 718E (IN) WITH (SEE NOTE 10) SECTION O S. S. 5116-NC x 3/4" (IN) BOLT ALTERNATIVE 1 SHOWN 3/8" (IN) x 3" (IN) HEADED LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. 5/16" (IN) PERSPECTIVE VIEW ANCHOR SHEAR STUD - TAB - SEE DETAIL FLAT WASHERS LID SUPPORT - 1/4" LID LIFTING NOTCH WELDED TO LIP PLATE DETAIL O L SHAPE SHOWN ALTERNATIVE 1 (SEE NOTE 3) 3116E 3/16 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB 112 -13 x 1 112 S. S. PENTA HEAD (SEE NOTE 12) 3/8" (IN) STEEL 1/2 - 13 x 1 1/2 S. S. PENTA BOLT AND 1/2" (IN) S. S. FLAT WASHER COVER LIP PLATE HEAD BOLT AND 1/2" (IN) 9l16" IN S. S. FLAT WASHER 1 3/8" (IN) DIAM. HOLE 2" DIAM) 2" 2" LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) BOLT PLATE CHANNEL - 1" HOLE SEE DETAIL 3/8" (IN) STEEL COVER PLATE - �� 1 1/8 A BOLT PLATE CHANNEL - - SHOWN CUT AWAY FOR CLARITY I " (I ) SEE DETAIL - - g N x -- - - 1" (IN) 3/16 1 1/2 3 SEE NOTE 6 P• 3/16 1 1/2 7/16" (IN) x n VERTICAL WWF - TIED IN2 4 ( ) (TY ) 3/16 M SLOT r1 - --- -- .i _ SLOT PLACES TO HEADED LID SUPPORT - L SHAPE ANCHOR SHEAR STUD 4 m SHOWN (SEE NOTE 3) 9116E (IN) WWF 4x4-W2.9xW2.9 1 a EXPOSE LID BOLT DOWN N DIAM. HOLE (TYP.) (6 GAGE) "4 BOLT DOWN SUPPORT ANGLE TO ATTACH (SEE NOTE 10) HEX COUPLING NUT ATTACHMENT TAB - --- ALTERNATIVE 2 LID BOLT DOWN 112E (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x m SEE DETAIL 3 112E ANGLE ATTACHMENT TAB ( 114E (IN) ANGLE 3!8" (IN) x 3" (IN) S. S. 5/16-NC x 716E (IN) WITH HEADED ANCHOR S. S. 5/16-NC x 3/4" (IN) BOLT & THREE LID BOLT DOWN SUPPORT 7116E (IN) x 314E (IN) SLOT SHEAR STUD - EACH S. S. 5/16" (IN) FLAT WASHERS ANGLE - 2" (IN) x 2" (IN) x WELDED TO 1/4" (IN) ANGLE ( ) S. S. HEX NUT BOLT PLATE CHANNEL LIP PLATE LID BOLT DOWN SUPPORT ANGLE - 112E IN 1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE DETAIL O O ALTERNATIVE 2 SHOWN 1/6 (TYP.) J OSEp� DETAIL OE PERSPECTIVE VIEW ®� p@ WASy�N+l ALTERNATIVE 2 SHOWN ALTERNATIVE 2 V �t� 1/2 - 13 x 1 1/2 S. S. PENTA LID BOLT DOWN ATTACHMENT TAB HEAD BOLT AND 1/2" (IN) S. S. 71 FLAT WASHER (SEE NOTE 12) F a "E 3118E 1 116E (IN) x 2" (IN) 1 1!2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT 3/8" (IN) STEEL 1 1/8" (IN) x 2" (IN) VERTICAL SLOT AND 1/2" (IN) S. S. FLAT WASHER � COVER LIP PLATE VERTICAL SLOT O p 39820 �v (TYP.) 3/8" (IN) STEEL COVER 1!B" (IN) x 3!4" (IN) '��t yC1 S TERW ♦� 3/16 _ PLATE -SHOWN CUT STEEL ANGLE 114E (IN) STEEL PLATE ss ONAL 1JG AWAY FOR CLARITY M� I E o" = 3/16 (TYP.)--------------- v 114E (IN) PLATE Bailey, Ted STEEL 1/8 _ c!t - - Apr 25 2016 9:33 AM 3/16 11/2 t ---- 116E (IN) x 3,4E (I") LOGRING LID STANDARD 3116 1 1/2 � STEEL ANGLE LID SUPPORT - 4' 33/4" 1B DUTY JUNCTION BOX WWF -TIED IN 2 � m a L SHAPE SHOWN `v > PLACES TO HEADED 44 3/16 1/8" (IN) x 3/4" (IN) (SEE NOTE 3) �,� ANCHOR SHEAR STUD p ANGLE (TYP.) TYPES 1 & 2 ,/4" (IN) STEEL PLATE STANDARD PLAN J-40.10-04 WWF 4x4-W2.9xW2.9 4 .a p� 1/4" (IN) S. S. PLATE a 3/4" (IN) SHEET 2 OF 2 SHEETS (TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN 1/8 (SEE NOTE 10) (SEE NOTE 3) RADIUS 118E (IN) x 314E (IN) STEEL APPROVED FOR PUBLICATION ANGLE - RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3/4" (IN) STEEL q�� carpenter, Jeff 3/8" (IN) x 3" (IN) SHOWN, MIRROR IMAGE HEX NUT ANGLE- I R RIMAGE e23LjtB 1r_1 pa Apr 28 2016 3:12 PM HEADED ANCHOR DETAIL O FOR LEFT ANGLE FOR LEFT ANGLE SHEAR STUD- DETAIL OE ALTERNATIVE STATE DESIGN ENGINEER ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TABAdmok WELDED TO T Washington State Department of Transportation LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) -" REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING tW TRANSPORTATION OPERATIONAK JChavez 05/17/2022 CBarnes 05/17/2022 ' transpogroup sgr WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 Know what's below. T-420008 Cal I before you dig. GMD RENTON TSO4 %-SHEET 'STE °�47' �otiti CITY OF RENTON MAY 2022 of NAL 10 oy�1ti TRAFFIC SIGNAL DETAILS SHEETS 0 0 1 7-� 0 L� 1 NOTES SEE DETAIL "B", JUNCTION __- SEE DETAIL "A", STANDARD PLAN J-50.15, 1 For Installation Notes and Details / BOX SHEET 2 JUNCTION STANDARD PLAN J-50.15, see Standard Plan J-50.15. � CONDUIT d_ CONDUIT BOX SHEET 2 Pq 2. For Sections A, B, C, and D, -- SEE ENTRANCE SAWCUT z, - see Standard Plan J-50.15. EDGE OF SHOULDER DETAIL -THIS SHEET (TYP.) ) 3 shall ,, - All of the loop lead-in wires LEAD -I WCUTS SHOULDER --- , / EDGE OF LANE return to the Junction Box (TY 4. For additional Induction Loop Details, w C see Standard Plan J-50.15. 0 3'-0" zW \ C 3--0-- (TYP.) (TYP.) w ----w--- -------- ------ J c� Ta z H = SEE ENTRANCE cow ¢J = w SAWCUT DETAIL z_ N ~o THIS SHEET (TYP.) - CIRCULAR SAWCUT (TYP.) J ----- 1�--------------------- _____________________ _______________________- ¢ a ------------------------ ------------------- O o B A z B A ¢ w ----- --- --- -- - w------- - - - - - -----------z j - 6'- 0" DIAM. (TYP.) - 06' - 0" DIAM. (TYP.) g CIRCULAR j SAWCUT (TYP.) _ 6'-0" 8'-0" _ 6'-0" _ 8'-0" _ 6'-0" _ _ 6, 0,, _ STATION# SEE CONTRACT TYPE 3S (STOP LINE) LOOP ARRAY TYPE 3A (ADVANCE) LOOPS SEE STUB -OUT CONDUIT PLACEMENT DETAILS - SHEET 3 12" APPROX. FILL WITH SEALANT ENTRANCE SAWCUT DETAIL LOOP STUB -OUT SLEEVE - SEE LOOP INSTALLATION PLAN ISEL OUT 1/8" (IN) TO 1/2" (IN) CORNER MOVE PAVEMENT TO SAW- T DEPTH AND FILL rH SEALANT (TYP.) CENTER OF LOOP AND VEHICLE LANE E \ JUNCTION \ BOX 'CONDUIT J EDGE OF SHOULDE o /SEE STUB -OUT CONDUIT � � PLACEMENT DETAILS, SHEET 3 < EDGE OF C LANE SAWCUTS DETAIL "A" (PER CONTRACT OR AS 1/2" (IN) APPROVED BY THE SAWCUTS ? LEAD- IN ENGINEER) CONDUIT / 1/2" (IN) SAWCUT rD SAWCUTS - AS REQUIRED -----�---- ------ -. n• TO LOOPS -- ------------------- = " �� SAW CUT EXISTING PAVEMENT -TO JUNCTION BOX j, (WIDTH EQUAL TO STUB -OUT SLEEVE DIAMETER PLUS 2" (IN)) Z EDGE OF PAVED SHOULDER, 2 OR BARRIER OR EDGE io DESIGNED BY DRAWN BY REVIEWED BY OF GUTTER PAN MATCH EXISTING PAVING MATERIAL SOFT POCKET (WIDTH EQUAL TO STUB -OUT SLEEVE DIAMETER PLUS 2" (IN)) CONDUIT OR END BELL BUSHING PLAN SAWCUT AND CONDUIT CONNECTION E \ JUNCTION -__-- Box O D C xo CONDUIT a EDGE ¢ SHOULDER D C SEE STUB -OUT CONDUIT EDGE OF PLACEMENT DETAILS - SHEET 3 ,r LANE DATE MRW 05/12/2022 MRW 05/12/2022 CAC 05/12/2022 SAWCUTS DETAIL r'B" LOOP SEALANT LOOP SEALANT LOOP SEALANT NOTES TOP OF EXISTING (PER CONTRACT OR (PER CONTRACT OR CT OR PAVEMENT OR AS APPROVED BY AS APPROVED BY BY 1. FIII the conduct trench to the bottom of the existing LEVELING COURSE THE ENGINEER) THE ENGINEER) TOP OF EXISTING PAVEMENT or new surfacing with CSTC, sand or controlled OF NEW PAVEMENT 1 SAWCUT S CUT 1/2I _ WIDE n SAWCUT `/ OR LEVELING COURSE OF NEW PAVEMENT "L) density Sectlof 2-9e3(1)Endard Specifications 2. Minor Regional variations are allowedin the soft pocket closure n p . Consult with the Engineer or see 2" (IN) LONG HIGH TEMP X ¢ O w 2" (IN) LONG HIGH TEMP X ¢ oo w 2^ (IN) LONG HIGH TEMP xx 4 O w the Contract for additional requirements. BACKER ROD @ 24" (IN) CTRS. O ►- w ¢ I" BACKER ROD v rJ t- w F w BACKER R00 C3 g F- _J F w W 3. Conductors shall be snug to the bottom of the 9 ¢ t = U z ZO 24- @ (IN) CTRS. N 1 ¢ = O @ 24" (IN) CTRS. ¢ to 1 ¢ x 0 sawcut. High temperature backer rod shall be LL o � a a w o � a Q z o o z a 0 snug to the conductors and sides of cut. a io o w a to o z o z 4. Fill the sealant to within 1/8" (in) to 3116" (in) from w In O N = f_ W p N w LOOP LEAD-IN WIRES, • uJ 10 x w g to of saw cut. P LOOP WIRE - • w O U LOOP LEAD-IN WIRE - j W U TWISTED PAIRS - o N 1- W U 5. See Standard Plan J-40.10 for additional Junction MAX. 4 WIRES ONE TWISTED PAIR o MAX. 3 PAIRS o Box details. 6. See Standard Plan J-50.05 for splice details. SECTIONS A AND B FROM STANDARD PLAN J-50.10, SECTION A J-5-.11,ORJ-50.12 SECTION B SAWCUT EXISTING PAVEMENT(BOTH SIDES OF TRENCH) TOP OF EXISTING PAVEMENT OR LEVELING COURSE -� OF NEW PAVEMENT TRENCH WIDTH - SEE STD. SPEC. 8-20.3(5) MATCH EXISTING PAVING MATERIAL �a.voe e SECTION CO EDGE OF PAVED SHOULDER (SHOWN) OR EDGE OF EXTRUDED CURB OR EDGE OF GUTTER PAN STANDARD JUNCTION OR EDGE OF TRAFFIC BARRIER BOX FULL DEPTH SPLICE - LOOP LEAD -IN WIRES - SAWCUT SEE NOTE 6 r TWISTED PAIR Y . VLIN7° �lv ®R 'Asy�N�� :. r Z \ 0 'p48821 � CSTC,SAND OR CONTROLLED DENSITY FILL �S/ Jackson, Flint SEE PVC CONDUIT SIZING TABLE TO CABINET CONDUIT Jul 31 2019 4:13 PM cosign TYPE 3 INDU ON LOOP F L STANDARD PLAN J-5 . -02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Roark, Steve Aug 7 2019 11 :55 AM STATE DESIGN ENGINEER SECTION D wrWashington State Department of Transportation CONDITION OF APPROVAL,: ALL DAMAGED LOOPS SHALL BE REPLACED WITH NEW VIDEO DETECTION LOOP INSTALLATION NOTES 1. Install the Junction Box and the stub -out con sleeve. Conduit for the loop stub -out shall be as required in the conduit size table shown on sheet 1 of this set. 2. Lay out loops and loop lead-ins to miss cracksrioints in road when ossible DETECTOR LEAD-IN CABLE CRUSHED SURFACING JUNCTION BOX PLACEMENT SEE NOTE 5 P SIDEWALK CEMENTIC RETE CURB OR GUTTER Maintain 18" (in) minimum clearance from manholes and valve boxes. SEE STANDAR N F-10.12 3. The opening around the loop stub shall be patched with matching paving 12" LOOP STUB -OUT SLEEVE (1/4" (IN) TO 1/2" (IN) material if opened larger than PVC sleeve + 2" (in). D BELOW TOP OF PAVEMENT) 4. Sawcut the loop slots and the lead-in slots. Wash/dry cuts. File edges . o to remove burr of all saw -cuts into stub out sleeve. D ' 5. Lay out the loop wire starting at the Junction Box, allowing 5' (ft) D D ' I I minimum slack. I I LEAD-IN CONDUIT S L EXTEND A MINIMUM OF 3/4" (IN) IN AVEMENT 6. Install the wire In the loop slot as shown. (PAVEMENT DEPTH VARIES CONDUIT SECURED INTO 7. Finish laying out the wire at the Junction Box and identify the leads ROAD SURFACE (TYP.) with the loop number, the "S" for start and the "F" for the finish, `, z the loop series number, and the loop lead-in conductor number. N 2 8. Twist each pair of the lead-in wires a minimum of two times per foot each foot, from the loop to the Junction Box. Reverse the direction of the twist for each successive pair installed. Seal loops/sawcuts. 9. Construct a supplemental splice containing any series loop connect - TO JUNCTION BOX ions in the adjacent junction box as required in the plans. Supplemental splices are subject to the same requirements shown for the loop lead-in and the shielded cable splice. 10. Splice the loop lead-ins to the shielded cable as noted in the Contract. STUB -OUT DETAIL WITH CEMENT CONCRETE CURB OR GUTTER See Standard Plan J-50.0.05 for Loop Splice details. 11. All loop circuits shall be tested per Standard Specification Section B-20.3(14)D once installation is complete. 12. Existing stub -out shall be upgraded as necessary to conform to the conduit size table shown on sheet 1. 13. All loop lead-in sawcuts parallel to lane edge shall be at least 12" (in) from edge of pavement and within six inches outside of lane or JOSEp fog line when possible. Maintain 12" (in) �E separation between parallel cuts or joints. woQO� oV T 14 The loo stub -out sleeve shall have CEMENT CONCRETE BARRIER - SINGLE SLOPE BARRIER SHOWN SEE CONTRACT PLANS FOR SIZE AND TYPE P e?7 EDGE OF PAVED 12 LOOP STUB -OUT SLEEVE 1/4" (IN) TO 1/2" (IN) an inside diameter 1" (in) larger than C-e - 1-4 SHOULDER_ BELOW TOP OF PAVEMENT) the outside diameter of the End Bell .o Bushing. Sleeve shall be notched �0 39820 o �v�C1 5/8" (in) to 3/4" (in) to accommodate '�F, 9�01 STERN G�� -� --------''--- loop wires. Plug conduit and fill SJONAL �� --- - ---------------- I I I sleeve with sand until[ loops I t are installed to keep out Hot 1 1 LEAD-IN CONDUIT SHALL EXTEND A Asphalt during paving operations. Bailey,Ted I I MINIMUM OF 3/4" (IN) INTO PAVEMENT Jul 18 2017 9:57 AM cosifin I (PAVEMENT DEPTH VARIES) INDUCTION LOOP DETAILS OSECURED INTO c�v � ROAD SCE (TYP.) STANDARD PLAN J-50.15-01 SHEET 2 OF 3 SHEETS APPROVED FOR PUBLICATION TO JUNCTION BOX _ /, Carpenter, JeIT 1.1212017817 AM STATE DESIGN ENGINEER STUB -OUT DETAIL STUBOUT CONDUIT PLACEMENT DETAILS Washington State Department of Transportation WITH ROADWAY REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IL A0W%II6 TRANSPORTATION OPERATION JChavez 05/17/2022 CBarnes 05/18/2022 • PVC CONDUIT SIZING TABLE LOOP LEAD PAIRS 1-4 5 - 10 11 - 16 17 - 22 23 - 28 NUMBER AND SIZE OF CONDUITS 1-2" 2-2" 3-2" 4-2" 3-3" 1 ADD 1/16' (IN) TO THE SAWCUT FOR IMSA 51 - 7 CONDUCTORS O ADD 1/8" (IN) TO THE SAWCUT MATCH EXISTING FOR IMSA 51 - 7 CONDUCTORS r PAVING MATERIAL I LOOP STUB -OUT SLEEVE (1/4" (IN) TO 1/2" (IN) BELOW TOP OF ASPHALT) V - 0" APPROX. SAND C -v N EXISTING ;�• PAVEMENT o •..�' a JOSEp� 0 LL W Eo CONDUIT END BELL O� OF WASy7 BUSHING, SEAL WITH DUCT SEAL O h� SOFT II I W z ¢ POCKET CSTC, SAND E- EL OR CONTROLLED "a PZ in ILL O DENSITY FILL p a , 9 39620 �O Qt� Sof iv o LOOP LEAD-IN WIRES - F STS, ~ TWISTED PAIR SSIONAL CONDUIT LEAD-IN CONDUIT Bailey, Ted TO LOOP TO CONDUIT 50' MAXIMUM DISTANCE SEE STUB -OUT CONDUIT PLACEMENT DETAILS LEAD-IN CONDUIT SECTION MAX. 50 FT POCKET SECTION SECTION (�) TO JUNCTION BOX GUARDRAIL WITH POST AND BLOCK TO JUNCTION BOX 12" u 111*4 J Jul 18 2017 9:57 AM INDUCTION LOOP DETAILS STANDARD PLAN J-50.15-01 SHEET 1 OF 3 SHEETS APPROVED FOR PUBLICATION hi21201rer.Jetr Jul 7 8 12 AM _ STATE DESIGN ENGINEER Washington Slate Department of Twnsporlolion CEMENT CONCRETE CURB OR GUTTER SEE STANDARD PLAN F-10.12 12" LOOP STUB -OUT SLEEVE 1/4" (IN) TO 1/2" (IN) BELOW TOP OF PAVEMENT) LLEAD-IN CONDUIT SHALL EXTEND A MINIMUM OF 3/4" (IN) INTO PAVEMENT (PAVEMENT DEPTH VARIES) CONDUIT SECURED INTO `IVV ROAD SURFACE (TYP.) STUB -OUT DETAIL WITH GUARDRAIL AND CURB LOOP STUB -OUT SLEEVE 1/4" (IN) TO 1/2" (IN) BELOW TOP OF PAVEMENT) I I L LEAD-IN CONDUIT SHALL EXTEND A MINIMUM OF 3/4" (IN) INTO PAVEMENT (PAVEMENT DEPTH VARIES) N CONDUIT SECURED INTO ROAD SURFACE (TYP.) STUB -OUT DETAIL WITH CEMENT CONCRETE BARRIER transpogroup sgr WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 4� JOSEA� oFWA SHiNcro 7� F �C 39820 O c�S�SGI STERN G1� X10 t n Bailey, Te �cf�JyJ' Jul 18 20101 7 9: M INDUCTION LOOP DETAL I STANDARD PLAN J-50.15.01 SHEET 3 OF 3 SHEETS APPROVED FOR PUBLICATION f C"rpen �01 812 Ju12120172AM ®m S STATE DESIGN ENGINEER Washington Slate Department of Transportation GMD RENTON T-4210009 Know what's below. Call before you dig. TS05 %-SHEET 'STE °�47' �otiti CITY OF RENTON MAY 2022 OF NAL 10 oy�1ti TRAFFIC SIGNAL DETAILS SHEETS 01 w U F w LL to U 21 O 6 I e �.� 3 - xY, 23 \ 10 4 KEY 8 CENTER PIPE 3 SIDE MOUNT 11 s 2 CHASE NIPPLE 4 TYPE A - PEDESTRIAN 12 ll ` 03 NIPPLE TYPE H - VEHICLE ® SERRATED ELBOW 13 5O SERRATED OR FLANGED ELBOW © REAMED TEE WITH SET SCREW 7 REAMED ELBOW WITH SET SCREW 8Q BRONZE TERMINAL COMPARTMENT WITH: 0 eGASKETED COVER FASTENERS WIRE • WIRE LEADS • MOUNTING SADDLE FOR SIDE MOUNTS ON ROUND/TAPERED POLES •- OMIT SADDLE ON 2 MULTI -SIDED POLES j • 1/4" (IN) DIAM. DRAIN HOLE • 12-POSITION TERMINAL STRIP • WIREWAY FOR SIDE MOUNTS 9O BRONZE COLLAR •- 4 1/4" (IN) I.D. OFFSET OPENING W/SET SCREWS <h 10 ORNAMENT CAP 11 NEOPRENE GASKET 12 WASHER 13 CONDUIT LOCKNUT 14 TYPE E HINGE CLAMSHELL MOUNT •- LEFT OR RIGHT, SEE CONTRACT 15 FASTENER WITH SPACER -• • 12" (IN) LAG SCREWS ON WOOD POLE 9 • 12" (IN) BOLTS TAPPED TO METAL POLE 16 FLATHEAD SOCKET BOLT 17 12" (IN) INSERT HOLE FOR EXTERNAL WIRE ENTRANCE (REQUIRED ON TIMBER POLE MOUNTING ONLY) 18 TERMINAL BLOCK AND PHENOLIC TAG 19 INSULINER- 1" (IN) MIN. DIAM. HOLE ©0 SIGNAL HEAD WITH BACKPLATE 21 FIELD DRILL POLE AND INSERT AN INSULINER TOP MOUNT OR SIMILAR DEVICE TO PROTECT CONDUCTORS © SIMILAR TO © VNTH BRONZE INTEGRAL COLLAR TYPE D - PEDESTRIAN -• OFFSET BRONZE COLLAR TO FRONT ©3 12" (IN) DIAM. x 3" (IN) LONG BOLT WITH WASHER OR VEHICLE (SHOWN) - OFFSET BRONZE COLLAR TO BACK a. �. 3 SIDE MOUNT TYPE B - PEDESTRIAN TYPE K - VEHICLE TYPE E MOUNTING DETAILS TOP MOUNT TYPE C -PEDESTRIAN TYPE F -VEHICLE PEDESTRIAN HEAD SIDE MOUNT (LEFT SIDE SHOWN) TYPE E - COUNTDOWN LED PEDESTRIAN HEAD NOTES 1. See Contract for head type, mounting height, and orientation. 2. All nipples, fittings, and center pipes shall be 1 1/2" (in) diameter. 3. Install neoprene gasket inside head when flanged elbows are supplied. 4. Extend wire sheath a minimum of 1" (in) inside all signal and sign housings and terminal compartments. 5. Apply bead of silicone to the serrated ring and around the perimeter of all top openings prior to installation of fittings. 6. See Standard Specification 9-29.16 for backplate requirements. Where required, prismatic sheeting shall be applied in accordance with the manufacturer's recommendations. The application surface of the backplate shall be cleaned, degreased with isopropyl alcohol, and dried prior to application of the sheeting. 7. Drill a 1/4" (in) drain hole in the bottom of each signal display assembly, and one in the bottom of each pedestrian head. When signal display assembly is mounted horizontally, drill a 1/4" (in) drain hole at the lowest point of each section of the signal assembly. oQWASH� �O 39820 'ALP _*c1 STERN 1� �s1ONAL t, al ey, Ted Jul 8 2015 3:09 PM SIGNAL HEAD MOUNTING DETAILS ^- POLE AND POST TOP MOUNTINGS STANDARD PLAN J-75.10-02 SHEET 1 OF 1 SHEET APPROVED FOR�aUIBBLIrpenJATIer,PW " Jul 10 2015 7:19 AM STATE DESIGN ENGINEER T Washington State Department of Transportation Wit 02 # 4 (TYR) TOP OF POST aI W (IN) PIPE CAP NOTES 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. 1Q # 4 0 2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA GROUNDING CONNECTION •- w CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to the PPB post height to . I SEE DETAIL _ accommodate plaque and leave a 2" (in) space between signs. I. ACCESSIBLE PEDESTRIAN 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. SIGNAL (APS) ASSEMBLY 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. 5. Supplemental Grounding Conductor shall be non -insulated #4 AWG stranded copper and shall be clamped to vertical rebar N a W with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to pole grounding stud with a full •� FIELD DRILL AND TAP FOR Z circle crimp -on connector (crimped with a manufacturer recommended crimper). N 1/4-20 THREAD BOLT TYP.) w 6. Two button installation may require adaptor(s). 0 2 1/2" CLR. 3 1/2" 7" - - - - - v - - - OF PUSHBUTTON PIPE CAP 1/8 7 1/4" (IN) STEEL TOP OF POST STAINLESS STEEL Z (TYP.) 1/2" (IN) STEEL - - - - - - PLATE FLAT WASHER (TYP.) W 1, 6„ PLATE 1 1/2" (IN) DIAM. LL 5/8" (IN) DIAM. N 5/8" (IN) DIAM. HOLE r SQUARE HOLE (TYP.) - � 5/8" (IN) DIAM. HOLE (TYP.) `�' Z PLAN VIEW © Z HOLE - - 6" (IN) DIAM. O w 0\ 1/4" (IN) x 1-1/4" (IN) LONG BOLT CIRCLE o N STAINLESS STEEL o t 1" POST WALL THREADED STUD 3/4" (IN) EQUIPMENT GROUNDING THREE 114" (IN) STAINLESS CHAMFER © 0 _ CONDUCTOR AND FULL CIRCLE STEEL HEX NUTS (TYP) 1 # 4 (TYP.) Ja 6" (IN) DIAM. 0, 0 CRIMP -ON CONNECTOR - CRIMPED 3" (IN) STEEL PIPE BOLT CIRCLE WITH A MANUFACTURER'S FINISHED 1 112" 3 9/16" (IN) DIAM. 3" (IN) STEEL PIPE = RECOMMENDED CRIMPER (SCHEDULE 40) (SCHEDULE 40) GRADE CLR. HOLE GROUNDING CONNECTION DETAIL BASE PLATE DETAIL `O ANCHOR BOLT TEMPLATE * WELD STUD TO POLE WALL TO MAXIMUM EXTENT - in POSSIBLE - 1/2" (IN) MINIMUM WELD , I 1- TI, T CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS O TOP OF EQUIPMENT EQUIPMENT GROUNDING SIDEWALK GROUNDING CONDUCTOR BASE PLATE ASSEMBLY - NCONDUCTOR 1/2" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH ° I T I ° 1/2" (IN) FLAT WASHER, TWO EACH REQUIRED PER 3/16 ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE to TOP OF NUT OR 5/8" (IN) MAXIMUM (TYP.) 2 1/2" (IN) CLR. j� PREMOLDED JOINT FILLER I 1/2" (IN) STEEL BASE PLATE M (TYP) I I ° 1/2" (IN) BASE PLATE - GROUT PAD INSTALL 2 # 4 (TYP) SEE DETAIL I f AFTER PLUMBING 1 6 J ! 3/8" IN DRAIN TUBE 1/8 STANDARD I-� ��I• v 1 # 4 (TYP.) TOP OF CURB ( ) = c �? ANCHOR BOLT TEMPLATE ASSEMBLY °. ANCHOR BOLT TEMPLATE - TWO REQUIRED U _ L_ _' ° 2" (IN) LONG FLING° 1/2" (IN) x 24" (IN) FULL THREAD ANCHOR -°-y-- FLUSH WITH TOP OFCONDUIT IFOUNDATION. v `-' _''p PVC STUBOUT OY WASH7N BOLTS - FOUR REQUIRED (DO NOT GLUE PVC STUBOUT) ° " M I' ° 1 1/2" CLR. TOP OF SECTION B N ` l oy 1" (IN) DIAMETER 1/2" (IN) DIAM. STEEL HEAVY HEX NUTS - 1/2" SIDEWALK O 3 Z ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT -� �- 1' - 6"0 4tr FLAT WASHERS -FOUR �� ° - �� ® 4asz1 O w� REQUIRED PER ANCHOR BOLT a 'nLt ICI STERN SQUARE PREMOLDED 8 G JOINT FILLER s(ONAL SECTION OA 'I' 0 I1 ANCHOR BOLT / � Jackson, Flint TEMPLATE ASSEMBLY /✓�j� v Jul2920192:54PM REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. SECTN. 9-07.1(2) FOR BENDING DIAMETERS 135° HOOK Q (TYP.) 1, _ 6„ n ai #4 O #4 DIMENSIONS ARE OUT TO OUT DESIGNED BY DRAWN BY REVIEWED BY ACCESSIBLE PEDESTRIAN 2 # 4 (TYP.) PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 to 1" (IN) DIAMETER SHEET 1 OF 2 SHEETS ELECTRICAL APPROVED FOR PUBLICATION CONDUIT Roark, Steve 1. Jl 201912:14 PM ELEVATION - STATE DESIGN ENGINEER PERSPECTIVE VIEW Washington State Department of Transportation TYPE PPB STANDARD DETAILS -" DATE MRW 05/12/2022 MRW 05/12/2022 CAC 05/12/2022 8" TYPE PS POLE DETAIL Pro. m sci.n A B Detail ii E -K T 8" ASTM A-36 3/8" TOP PLATE DETAIL 05.0 0 3.0 Detail i -10.0 M ASTM A FDD:D BASE PLATE DETAIL F 10.0� G REINFORCED HAND HOLE WITH COVER 1 6.0 I I 4.0 Detail II MARK ITEM TYPE PS A HEIGHT 81-0" B POLE BASE DIA 6" C POLE TAPER 0.14/FT D PLATE THICKNESS 5/8" E PLATE WIDTH 10"x 10" F HOLE DIA 1" x 3" G BOLT CIRCLE 8%11" I SLIP FITTER 4" I.D. K HAND HOLE SIZE 4" x 6" L 3/8" A36 TOP PLATE 5" OD x 3"ID ASTM A-595 ROUND TAPERED STEEL POLE SHAFT ANCHOR BOLTS F 1 554GR55-GALV ALL HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A-123 POLE SHOULD BE POWDER COATED AS PER RAE 9005 HAMMER FINISH -JET BLACK FOUNDATION AS PER WSDOT STD PLAN J-21.10-04 PUBLIC WORKS 8" TYPE PS POLE PLAN - 191 DEPARTMENT C''� -sy t a-. DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 POLE AND ALL RELATED HARDWARE/ COMPONENTS SHALL BE LUMINAIRE, MOUNTING, SHROUD AND ARM PER PAINTED RAL 9005TX "JET BLACK" UNLESS OTHERWISE SPECIFIED STD PLANS 117.1 AND 117.3. LUMINAIRE ARM BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION LENGTH PER DESIGN PLANS ENGINEERING GENERAL NOTES 1. ALL TRAFFIC SIGNAL EQUIPMENT AND SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM f TRAFFIC CONTROL DEVICES (MUTCD) 2 2. VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTED TRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL 3 VISORS SHALL BE PAINTED TRAFFIC YELLOW, INSIDE OF VISOR SHALL BE PAINTED FLAT BLACK 27'' _ 3. ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5INCH, 0.058INCH MIN. THICKNESS, ALUMINUM BACK PLATES WITH 1 INCH RETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF BACK PLATES SHALL BE PAINTED HORIZONTAL DISTANCE MIN. MAX. FROM STOP LINE TO SIGNAL HEAD ALL 40' 45' 50' 53'-180' 3 SECTION 12" 16.5' 17.5' 19.2' 20.9' 22.0' 4 SECTION 12" 16.5' 17.0' 18.0' 19.7' 20.8' (a w D GROUNDING CONNECTION o SEE STANDARD PLAN J-20.20 EQUIPMENT GROUNDING � R I CONDUCTOR � SUPPLEMENTAL GROUNDING I w i • CONDUCTOR SEE NOTE 5 BASE PLATE ASSEMBLY -• w 6" (IN) DIAMETER HOLLOW IN ( ) 3/4" (IN) DIAMETER STEEL HEAVY HEX NUT, } CENTER OF GROUT PAD � 3/4" (IN) STEEL BASE PLATE - SEE DETAIL WITH FLAT WASHER, TWO EACH REQ'D 00 0 0 Y i PER ANCHOR BOLT -MINIMUM OF � ®# 4 • • GROUT PAD -INSTALL AFTER I TWO THREADS ABOVE TOP OF NUT ©# 4 PLUMBING STANDARD OR 5/8" (IN) MAXIMUM (TYP.) 0 3 #4 • 0 0 • (TYP.) I 3/8" (IN) I.D. DRAIN TUBE LEVELING NUT (TYP.) G IN GROUT PAD i �� • • _ • 3/4" (IN) CHAMFER O3 # 4 - 2" (IN) LONG PVC STUBOUT I FINISHED 2 1/2" CLR. I GRADE TOP OF FOUNDATION - (TYP) Q5 # 4 FLUSH WITH SIDEWALK SQUARE TOP OF SIDEWALK O 6" (IN) DIAM. HOLLOW II IN CENTER OF I ;� 2 1/2" CLR. PLAN VIEW O � GROUT PAD 91, FOUNDATION DETAILS PREMOLDED 1" (IN) DIAMETER HOLE (TYP.) JOINT FILLER SUPPLEMENTAL GROUNDING TYPE PS OR TYPE 1 ACCESSIBLE PEDESTRIAN CONDUCTOR CLAMP 5Q# 4 SIGNAL POLE SIGNAL (APS) ASSEMBLY (SEE NOTE 5) 6 #4 I� TYPE PS OR O I 9" (IN) DIAMETER 1/8 BOLT CIRCLE 3/16 REINFORCING STEEL QUANTITIES LIST MARK 0 ® 5Q QTY. 3 2 3 7 TYPE 1 SIGNAL POLE ANCHOR BOLT (TYPE 1 SHOWN) o b ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ------------ --- - SECTION O 1 12 3/4" (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6" (IN) KEY NOTE BASE PLATE DETAIL HAND HOLE CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF O FOUNDATION. (DO NOT GLUE PVC STUBOUT) V (IN) DIAMETER PLATE E STEEL ®#4 JOINT FILLER HOLE (TYP.) �- PLATE h (V U N TOP OF 1 1/2" 1 1/2" CURB Di-s`-r TOP OFce) FLING° 9" (IN) DIAMETER FOUNDATION pF WASyt �� - BOLT CIRCLE 'v N 2 � ANCHOR BOLT TEMPLATE ID I#4 REINFORCING STEEL BENDING DIAGRAM o 1 iv i ° D -_____ __ ______ - __ __ __ �O ! 48821 SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETER 135° - ALL ICI STE�� T _ 7„ HOOK I ° ! °I --- --- -- -- __-= 8 G - (TYP.) •I-- -I - - sIONAL fly _ - Jackson Flint N �/ ,129 2019 2:54 PM HOOK # 4 ELECTRICAL CONDUIT SEE ° I ° I m j ACCESSIBLE PEDESTRIAN O (TYP.) CONTRACT FOR DIAMETER PUSHBUTTON WITH # 4 1, 7„ ANCHOR BOLT TEMPLATE ASSEMBLY I - - v CURB BASE J ANCHOR BOLT TEMPLATE - TWO REQUIRED STANDARD PLAN J-20.11-03 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR 2 1/2" CLR. N SHEET 2 OF 2 SHEETS BOLT -FOUR REQUIRED 2 - 7 3 - 2 _ 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - (TYP.) 2'- 0" t O APPROVED FOR PUBLICATION , FOUR REQUIRED PER ANCHOR BOLT Roark, Sieve # 4 ©# 4 SQUARE PERSPECTIVE VIEW Jul 312019 12:14 PM FLAT WASHERS - ELEVATION FOUR REQUIRED PER ANCHOR BOLT STATE DESIGN ENGINEER DIMENSIONS ARE OUT TO OUT FOUNDATION DETAIL Washington State Department of Transportation TYPE 1 SIGNAL STANDARD DETAILS -" Know what's b@IOW. T-4 2 OO 1 O Cal before you dig. REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING � - .} IL JChavez 05/17/2022 CBarnes 05/17/2022W transpogroulo AUF WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 GMD RENTON is°ER��~ titi I CITY OF RENTON MAY 2022 NAL TRAFFIC SIGNAL DETAILS 0 TS06 SHEET 10 OF 10 SHEETS (a w D GROUNDING CONNECTION o SEE STANDARD PLAN J-20.20 EQUIPMENT GROUNDING � R I CONDUCTOR � SUPPLEMENTAL GROUNDING I w i • CONDUCTOR SEE NOTE 5 BASE PLATE ASSEMBLY -• w 6" (IN) DIAMETER HOLLOW IN ( ) 3/4" (IN) DIAMETER STEEL HEAVY HEX NUT, } CENTER OF GROUT PAD � 3/4" (IN) STEEL BASE PLATE - SEE DETAIL WITH FLAT WASHER, TWO EACH REQ'D 00 0 0 Y i PER ANCHOR BOLT -MINIMUM OF � ®# 4 • • GROUT PAD -INSTALL AFTER I TWO THREADS ABOVE TOP OF NUT ©# 4 PLUMBING STANDARD OR 5/8" (IN) MAXIMUM (TYP.) 0 3 #4 • 0 0 • (TYP.) I 3/8" (IN) I.D. DRAIN TUBE LEVELING NUT (TYP.) G IN GROUT PAD i �� • • _ • 3/4" (IN) CHAMFER O3 # 4 - 2" (IN) LONG PVC STUBOUT I FINISHED 2 1/2" CLR. I GRADE TOP OF FOUNDATION - (TYP) Q5 # 4 FLUSH WITH SIDEWALK SQUARE TOP OF SIDEWALK O 6" (IN) DIAM. HOLLOW II IN CENTER OF I ;� 2 1/2" CLR. PLAN VIEW O � GROUT PAD 91, FOUNDATION DETAILS PREMOLDED 1" (IN) DIAMETER HOLE (TYP.) JOINT FILLER SUPPLEMENTAL GROUNDING TYPE PS OR TYPE 1 ACCESSIBLE PEDESTRIAN CONDUCTOR CLAMP 5Q# 4 SIGNAL POLE SIGNAL (APS) ASSEMBLY (SEE NOTE 5) 6 #4 I� TYPE PS OR O I 9" (IN) DIAMETER 1/8 BOLT CIRCLE 3/16 REINFORCING STEEL QUANTITIES LIST MARK 0 ® 5Q QTY. 3 2 3 7 TYPE 1 SIGNAL POLE ANCHOR BOLT (TYPE 1 SHOWN) o b ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ------------ --- - SECTION O 1 12 3/4" (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6" (IN) KEY NOTE BASE PLATE DETAIL HAND HOLE CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF O FOUNDATION. (DO NOT GLUE PVC STUBOUT) V (IN) DIAMETER PLATE E STEEL ®#4 JOINT FILLER HOLE (TYP.) �- PLATE h (V U N TOP OF 1 1/2" 1 1/2" CURB Di-s`-r TOP OFce) FLING° 9" (IN) DIAMETER FOUNDATION pF WASyt �� - BOLT CIRCLE 'v N 2 � ANCHOR BOLT TEMPLATE ID I#4 REINFORCING STEEL BENDING DIAGRAM o 1 iv i ° D -_____ __ ______ - __ __ __ �O ! 48821 SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETER 135° - ALL ICI STE�� T _ 7„ HOOK I ° ! °I --- --- -- -- __-= 8 G - (TYP.) •I-- -I - - sIONAL fly _ - Jackson Flint N �/ ,129 2019 2:54 PM HOOK # 4 ELECTRICAL CONDUIT SEE ° I ° I m j ACCESSIBLE PEDESTRIAN O (TYP.) CONTRACT FOR DIAMETER PUSHBUTTON WITH # 4 1, 7„ ANCHOR BOLT TEMPLATE ASSEMBLY I - - v CURB BASE J ANCHOR BOLT TEMPLATE - TWO REQUIRED STANDARD PLAN J-20.11-03 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR 2 1/2" CLR. N SHEET 2 OF 2 SHEETS BOLT -FOUR REQUIRED 2 - 7 3 - 2 _ 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - (TYP.) 2'- 0" t O APPROVED FOR PUBLICATION , FOUR REQUIRED PER ANCHOR BOLT Roark, Sieve # 4 ©# 4 SQUARE PERSPECTIVE VIEW Jul 312019 12:14 PM FLAT WASHERS - ELEVATION FOUR REQUIRED PER ANCHOR BOLT STATE DESIGN ENGINEER DIMENSIONS ARE OUT TO OUT FOUNDATION DETAIL Washington State Department of Transportation TYPE 1 SIGNAL STANDARD DETAILS -" Know what's b@IOW. T-4 2 OO 1 O Cal before you dig. REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING � - .} IL JChavez 05/17/2022 CBarnes 05/17/2022W transpogroulo AUF WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 GMD RENTON is°ER��~ titi I CITY OF RENTON MAY 2022 NAL TRAFFIC SIGNAL DETAILS 0 TS06 SHEET 10 OF 10 SHEETS TYPE 1 SIGNAL POLE ANCHOR BOLT (TYPE 1 SHOWN) o b ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ------------ --- - SECTION O 1 12 3/4" (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6" (IN) KEY NOTE BASE PLATE DETAIL HAND HOLE CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF O FOUNDATION. (DO NOT GLUE PVC STUBOUT) V (IN) DIAMETER PLATE E STEEL ®#4 JOINT FILLER HOLE (TYP.) �- PLATE h (V U N TOP OF 1 1/2" 1 1/2" CURB Di-s`-r TOP OFce) FLING° 9" (IN) DIAMETER FOUNDATION pF WASyt �� - BOLT CIRCLE 'v N 2 � ANCHOR BOLT TEMPLATE ID I#4 REINFORCING STEEL BENDING DIAGRAM o 1 iv i ° D -_____ __ ______ - __ __ __ �O ! 48821 SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETER 135° - ALL ICI STE�� T _ 7„ HOOK I ° ! °I --- --- -- -- __-= 8 G - (TYP.) •I-- -I - - sIONAL fly _ - Jackson Flint N �/ ,129 2019 2:54 PM HOOK # 4 ELECTRICAL CONDUIT SEE ° I ° I m j ACCESSIBLE PEDESTRIAN O (TYP.) CONTRACT FOR DIAMETER PUSHBUTTON WITH # 4 1, 7„ ANCHOR BOLT TEMPLATE ASSEMBLY I - - v CURB BASE J ANCHOR BOLT TEMPLATE - TWO REQUIRED STANDARD PLAN J-20.11-03 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR 2 1/2" CLR. N SHEET 2 OF 2 SHEETS BOLT -FOUR REQUIRED 2 - 7 3 - 2 _ 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - (TYP.) 2'- 0" t O APPROVED FOR PUBLICATION , FOUR REQUIRED PER ANCHOR BOLT Roark, Sieve # 4 ©# 4 SQUARE PERSPECTIVE VIEW Jul 312019 12:14 PM FLAT WASHERS - ELEVATION FOUR REQUIRED PER ANCHOR BOLT STATE DESIGN ENGINEER DIMENSIONS ARE OUT TO OUT FOUNDATION DETAIL Washington State Department of Transportation TYPE 1 SIGNAL STANDARD DETAILS -" Know what's b@IOW. T-4 2 OO 1 O Cal before you dig. REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING � - .} IL JChavez 05/17/2022 CBarnes 05/17/2022W transpogroulo AUF WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 GMD RENTON is°ER��~ titi I CITY OF RENTON MAY 2022 NAL TRAFFIC SIGNAL DETAILS 0 TS06 SHEET 10 OF 10 SHEETS