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HomeMy WebLinkAboutzT-4200set0 0 N T O rr z Cw G rr Q Q 0 U-1 Cn rr W Q i ♦\\\ 0 STA:13+00 = STA: 20+0 \ 175954.30 T3,007\81.71 i , ,\ A ' -�a 1 16" WHITE THERMO PLASTIC STOP BAR PER COR STD PLAN 128 G �'XO +0 \ \ \ \\ ,, \\ \ A II 160.0' — � TYPE 3R (RIGHT) TRAFFIC Al PER WSDOT STD PLAN M-24, TYPE 2SL (LEFT) TRAFFIC AR 21+00 PER WSDOT STD PLAN M-24., — Ar�:— +_ �z 0000000��� 22+00 N 176165.67 E 1300787.16 I I I � I ( i i I � \ I I I i 1i I I -- \�v - I i I � I BEGIN SOLID WHITE LANE LINE -� /\ PER WSDOT STD PLAN M-20.10-03 STA:22+11.38, 9.08' LT 23+OC 10.7' �— BEGIN SOLID YELLOW DOUBLE LANE LINE PER WSDOT STD PLAN M-20.10-03 STA:22+11.40, 1.58' RT A Lj 'e 4k .p ` \ A \ 7Q XOO ` GRAPHIC SCALE Z 0 10 20 40 1" = 20 FEET OF '>VASgINC�tS1 46416sv� O ��CISTERE9 ��ssIONAL O�/2//IOi29 1 /� Civil Engineers 001 ASI-001 CJ 9/27/22 DT SURVEYED: SCALE: SrrucNral Engineers T.L. VERTICAL NAVD 1988 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT PER SHEET HORIZONTAL NAD 1983/1991 e^de°eP°a.°nre°rs DESIGNED: Community Prznn- 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. O e^ds°�°y°rs 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN: J.N. _ Neighbors ONE INCH DATU M Know what's below. 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL SCALE TACOMA • S EATTLE DT IF NOT ONE INCH Call before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. R EVI S 10 N BY DATE AP PR APPROVED: SCALE ACCORDINGLY 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL LEGEND RIGHT-OF-WAY/PROPERTY LINE CENTERLINE DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION M-5.10-03 RIGHT TURN CHANNELIZATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT M-9.60-00 SHARED - USE PATH MARKINGS M-11.10-03 RAILROAD CROSSING LAYOUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS M-20.10-03 LONGITUDINAL MARKING PATTERNS M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS — TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS M-24.40-02 SYMBOL MARKINGS — TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 50o F. �cY O PAVEMENT MARKING NOTES - 109 o® PUBLIC WORKS �pMPR�V DEPARTMENT arlin �astuch 1/5/2020 8B8131FD98B449D._ DATE RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF [;%Rl RENTON Planning/Building/Public Works Dept. W, 2' I� H T Q J T N rr n 12:- T-420001 U) IN COMPLIANCE WITH CITY OF RENTON STANDARDS I-_ z WATERSHED APARTMENTS CONSTRUCTION DRAFT SET CHANNELIZATION PLAN Cw G Q 0— Q 0 W = U) DATE: 03/28/2023 FIELDBOOK: PAGE:Ir � DRAWING NO: C7.60 Q SHEET: OF., 33 48 O O N T O rr 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. 0. TYPE 1 AND TYPE 2 I PLAN .J-40. LUMINAIRE POLE SCHEUULE LUMINAIRE RENTON POLE N0.*** CENTERLINE STATION OFFSET LONGITUDE LATITUDE LUMEN OUTPUT MOUNTING ARM WATTAGE DISTRIBUTION LUMINAIRE TYPE NOTES POLE NO. REFERENCE **** **** HEIGHT LENGTH 0 1 �1 ** N/A ILLIAMS AVE S EX EX W122°12'24.4573" N47°28'28.9146" 4,500 19FT (EX.) 6FT (EX.) 53W (EX.) III GE EVOLVE ESR1 EX TO REMAIN ❑2 * EXISTING S GRADY WAY EX EX W122°12'23.5996" N47°28'27.4775" 11,936 35FT (EX.) 16FT (EX.) 105W (EX.) III AUTOBAHN ATBO EX TO REMAIN ❑3 * 564C200 S GRADY WAY 11+14.1 45.1FT LT W122°12'26.6090" N47°28'25.6931" 23,200 (ROADWAY) 35FT 4FT 20OW (ROADWAY III CYCLONE DOMIA (ROADWAY) ❑4 * EXISTING S GRADY WAY EX EX W12212'23.9732" N47°28'26.1225" 23,400 40FT (EX.) 16FT (EX.) 105W (EX.) III AUTOBAHN ATBO EX TO REMAIN �5 * EXISTING S GRADY WAY EX EX W122°12'21.9384" N47°28'27.6023" 16,702 3OFT (EX.) 6FT (EX.) 13OW (EX.) III AUTOBAHN ATB2 EX TO REMAIN ❑6 * EXISTING S GRADY WAY EX EX W12212'27.0632" N47°28'24.4104" 16,702 3OFT (EX.) 8FT (EX.) 13OW (EX.) III AUTOBAHN AT132 EX TO REMAIN * 5565C140 (STREET) 16,300 (ROADWAY), 35FT, 140W (ROADWAY), III, CYCLONE DOMIA (ROADWAY), 5566B20 (PED) ILLIAMS AVE S . 21+313 25OFT LT . . W122°12'244940" . N47°28'279149" 2,582 (PEDESTRIAN) 16.5FT 4FT 4FT 20W (PEDESTRIAN) III CYCLONE DOMIA MINI (PEDESTRIAN) 8 * 55671320 S GRADY WAY 12+03.8 33.8FT LT W12212'25.4980" N47°28'26.2038" ,582 (PEDESTRIAN) 16.5FT 4FT 20W (PEDESTRIAN) III CYCLONE DOMIA MINI (PEDESTRIAN) 5568C200 (STREET) 23,200 (ROADWAY), 35FT, 20OW (ROADWAY), III, CYCLONE DOMIA (ROADWAY), �* 55691320 (PED) S GRADY WAY 12+82.1 33.8FT LT W122°12'24.6751" N47°28'26.7392" 2,582 (PEDESTRIAN) 16.5FT 4FT' 4FT 20W (PEDESTRIAN) III CYCLONE DOMIA MINI (PEDESTRIAN) 10 * 5570B20 ILLIAMS AVE S 21+96.1 25.OFT LT W12212'24.4838" N47°28'28.5504" 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 (SY21 PA-FGC-3-20W-4K-BK) AT 16.5FT MOUNTING HEIGHT ON POLE. THE POLE SHALL BE PER CITY OF RENTON STANDARD PLAN 117.1 AND THE 12. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONDUCTORS ASSOCIATED WITH EXISTING FOUNDATION SHALL BE PER CITY OF RENTON STANDARD PLAN 117.1A. 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 CIRCUIT. 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 © 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 CYCLONE 20W LED CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. TYPE III LUMINAIRE (SY21 PA-FGC-3-20W-4K-BK) AT 16.5FT MOUNTING HEIGHT ON POLE. THE POLE SHALL BE PER CITY OF RENTON STANDARD PLAN 117.1 AND THE THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS FOUNDATION SHALL BE PER CITY OF RENTON STANDARD PLAN 117.1A. INSTALL LUMINAIRE CONCRETE PAD AND JUNCTION BOX CONCRETE PAD. SEE GENERAL NOTE 23. DISCOVERED. O7 REMOVE AND SALVAGE EXISTING LIGHT POLE. 14. LUMINAIRE WIRING SHALL BE PER THIS PLAN AND CITY OF RENTON STANDARD PLAN 119. ® 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. 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. THE POLE COORDINATE WITH THE CITY OF RENTON FOR NUMBERING. SHALL BE PER CITY OF RENTON STANDARD PLAN 117.1 AND THE FOUNDATION SHALL BE 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 10 �EFIA(I�EEXISTING JUNCTION BOX WITH TYPE 2 JUNCTION�BOX.STANDARD PLAN J013. � n r-, 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 NEEDEDAO DETERMINE THE NECESSARY FOUNDATION DEPTHS AND ANCHOR BOLT LENGTHS - -FOR THE ARTERIAL STREET DECORATIVE LUMINAIRE POLES AND THE ARTERIAL PEDESTRIAN LUMINAIRE POLES, IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 117.1A AND 117.2. A GEOTECHNICAL ENGINEER SHALL BE PRESENT AT THE TIME OF BORING OF THE FOUNDATION TO VERIFY SOIL CONDITIONS. 3 6 jig wiffm © 0Me � EX! I • Aa., \ 1 wo -_.-: uiw a. ■ 0119 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 ® m SERVICE CABINET 177 TYPE 2 JUNCTION BOX 0 �2 Q 1 WIRING SCHEDULE NO ACONDUIT RACEWAY SIZE* CONDUCTOR COMMENTS 1 2" SCH40 2-#8 2 2" SCH80 2-#8 3 EX 4-#8 4 2" SCH40 4-#8 *ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE .30.E I I -+50 s _ _ 1 I �l /G/ w-w- w- EQUAL IN SIZE TO THE LARGEST CONDUCTOR (MINIMUM NO. 8) UNLESS u V r _ _ _ _ _ _ - ��° w 6- w w - w - w OTHERWISE NOTED. --�u--w-w=wow _ w I Z$-� w=,.� I I _ _ - ----- w-w-w-w=w- -mow' u-w-w G/ 15+00 - -w-w- a-w 14+00 S G ADY WAY I 10 1 \ / - c 0 0 I 12+00 1 +00 0 0 -+_ - �- o o - No G-G �_�G� vG-G-G-G--G-G-G-G-� .'-G `l �`�--------- --- {----- -G-G-G-G-GG-G G-G-G-G-G-G-G - ------------------------------------ so--- ------- ---------- ------------------ ---------------------- o - P(UG) l P(UG) - SD $�pQ SD - SD - SD - SD - SD SD �U'9D=SD-�(�D - SD P uGSD - SD(UG) SD (At T(UG) T(UG) - ) - u DATE REVISION BY DATE DESIGNED BY MRW 05/12/2022 0 RECORD DRAWINGS KLW 8/27/2024 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. PLUG) P(UG) P(UG) transpogroup AUF WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 T-420002 GMD RENTON Know what's below. Call before you dig. 52038 ,/STER_ O_91 0 CITY OF RENTON MAY 2022 IO NAL 0h1� AS-BUILTS ILLUMINATION PLAN IL01 SHEET 1 OF 10 SHEETS 0 0 N T- 0 rr DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E70E51967ED2 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 OL MOUNTED ON THE POLE SHALL BE FACTORY ALUMINIUM SHROUD (BY H112' DIA X 2' LONG SLOTTED HOLES WITH 1 i/4' DIA, 4- HEX HEAD PRIMED AND POWDER COATED TO MATCH MANUFACTURER) 15'DIA. BOLT CIRCLE P CONNECTING BOLTS AND NUTS FINISH COLOR. _ ALL BANGING AND ALL OTHER MOUNTING DOME STYLE LED LUMINAIRE (WATTAGE HARDWARE SHALL MATCH FINISH COLOR. PER PLANS,Q,'. CCT,120-277V LUMINAIRE ARM UNIVERSAL DRIVER 75OmA OR LOWER), )' POLE BASE PLATE DETAIL FINISH COLOR: RAL 9005TX "JET BLACK' LENGTH PER PLANS, 10'MAX WITH FLAT GLASS LENSBY CYCLONE (OR APPROVED EQUAL).. DRIVER SHALL 0 BE INTEGRAL TO THE FIXTURE. 36• 'gl MOUNTING ARM PER STD PLAN 117.3. WIRING PER STD PLAN 119. 90• ONE 2" CONDUIT, UNLESS STATED OTHERWISE ON THE PLANS. STUBOUT V FROM EDGE OF 28' CONCRETE FOUNDATION AND CONNECT TO o CITY JUNCTION BOX PER STD PLAN 119 g ONE 2' CONDUIT, STUBOUT V FROM 180° 0° DOLL EDGE OF CONCRETE FOUNDATION, o CONNECT TO CARRIER JUNCTION BOX OR CAP FOR FUTURE USE FOUNDATION SECTION �0. 113 OF POLE SPACE FOR CONDUITS, SEE ABOVE GROUND POLE TO CARRIER ORIENTED AT 90° OR FOUNDATION 270° FOR LENGTH OF POLE q 213 OF POLE SPACE FOR CITYNTILITV TOP OF CONCRETE PADISIDEWALK POLE CHAMBER DETAIL DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, 4,000K CCT, a 120-277V UNIVERSAL DRIVER (750mA OR LOWER), WITH FLAT GLASS LENS) H BY CYCLONE (OR APPROVED EQUAL). � DRIVER SHALL BE INTEGRAL TO THE 4'-0' REBAR PER STRUCTURAL ANALYSISN FIXTURE, FOR MOUNTING ARM LUMINAIRE ARM DETAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119. O = LD 90° o m Lau i `� 0 I U_ � J rz 180* o� of o 270° o 0 Hi • DECORATIVE ROADWAY LUMINAIRES FOR STREET LIGHT ARE MOUNTED AT 0° STANDARD DECAL • DECORATIVE PEDESTRIAN LUMINAIRES _I_,•I NUMBERING DETAIL,ARE MOUNTED REFER TO CITY OF HANDHOIESARE OU • HANDHOLES ARE MOUNTED AT 180° FOUNDATION DETAIL RENTON STD PLAN 121 ORIENTATION LOCATION DIA HOLE (TYR) �.10 A572 55KSI TAPERED p THICK STEEL PLATE s STEEL POLE SHAFT, z 7 GA, 10.83' BOTTOM O.D., 1 BOLT CIRCLE PER z 6' TOP O.D. POLE BASE PLATE o DETAIL, THIS SHEET `w A513 TYPE 5 STEEL ANCHOR BOLT TEMPLATE DETAIL 4"A 112" HAND HOLE WITH COVER TOP OF FOUNDATION ALUMINUM BASE COVER, E SIDEWALK OR ANCHOR BOLT, 4 TOTAL,1 1l4' DIA, DETAIL PLANTER STRIP GALVANIZED STEEL F1554 OR GRADE 55(TYP) Z U 117.18 1-1/4' HEX NUTS, STEEL (6 REOD PER ANCHOR BOLT), ?STANDA y y y ' ''. -- • -: ROADWAY FLAT WASHERS (6 REQ•D PER ANCHOR BOLT) ¢ w CE AIS NOT LEVEL, INSTALL GROUT AT BASE ii a li a CONCRETE PAD/SIDEWALK PER STD PLAN 120 OFIFSURFPOLE AND BASE COVER, PROVIDE 11T DIA DRAIN TUBE THROUGH GROUT FOUNDATION PER STRUCTURAL ANALYSIS ANCHOR BOLT ASSEMBLY DETAIL POLE ELEVATION FOUNDATION DETAILS \�v O ARTERIAL STREET STD. PLAN - 117.1A PUBLIC WORKS SMALL CELL DECORATIVE A5om: P = DEPARTMENT LUMINAIRE POLE DETAILS Martin Pastucha1l/5/2020 FNjO 8B8131FD98B449D... DATE DocuSign Envelope ID: AOA08484-40B8-4C5D-B9EO-E7UE51967ED2 CONSTRUCTION NOTES II NO wNATUBE ALLOWED FOR FOUNDATION CONSiRI 1. Y"FLEXIBLE zl FOR FOurvpanOn AND ANCHOR BOLT DETULa, SEE STD PLAIT TITS CONDUIT FOR Y' FLEXIBLE IRRIGATION CONDUIT FOR Y CONDUIT WITH BELL END IRRIGATION SCH 80 REDUCER (S X T) IF SURFACE IS NOT LEVEL, INSTALL SCH 80 REDUCER IS 2' CONDUIT WITH BELL END GROUT AT BASE OF POLE AND X T) IF SURFACE IS NOT LEVEL, 1' CONDUIT FOR BASE COVER, PROVIDE UT DIA INSTALL GROUT BASE OF POLE IRRIGATION DRAIN TUBE THROUGH GROUT 1"CONDUIT FOR AND BASE COVER, PROVIDE IT 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 UNDERGROUND SYSTEM, CITY OF OR SIDEWALK PER CONFIGURATION. RECEPTACLE ORSIDEWALKPER RENTON STD. PLAN FOR STD PLAN 120 WIRING PER PLANS _ STD PLAN 120 JUNCTION BOX AND WIRING CONFIGURATION RECEPTACLE RECEPTACLE - IRRIGATION CONDUIT SHALL BE WIRING ROUTED IRRIGATION RIGATI BOX. IRRIGATION EQUIPMENT EQUIPMENT IRRIGATION CONDUIT SHALL BE SHALL NOT BE INSTALLED IN ROUTED TO IRRIGATION VALVE BOX. ELECTRICAL JUNCTION BOXES IRRIGATION EQUIPMENT SHALL NOT n FOUNDATION PER BE INSTALLED IN ELECTRICAL STD PLAN 117.2 JUNCTION BOXES - - _ ANCHOR BOLT, HEX NUTS, AND SPREAD FOUNDATION ANCHOR BOLT TEMPLATE PER PER STRUCTURAL STD PLAN 1172 DESIGN ANCHOR BOLT, HEX NUTS, AND - ANCHOR BOLT TEMPLATE PER - - n APPROVAL FROM CITY OF NEKTON PUBLIC WORKSRRANSPORTATION STD PLAN 117.2 d SHALL BE REQUIRED TO USE THIS FOUNDATION TYPE a a CONDUITIANCHOR BOLT DETAIL FOR SPREAD FOUNDATION CONDUITIANCHOR BOLT DETAIL FOR SHAFT FOUNDATION 'LIT CAST .UMINUM BASE ITH REMOVABLE :CESS DOOR SPLIT LINE DRIP MICROTUBING GASKET OVER HOLE (n'P) WITH HOLE FOR MICROTUBING 2'-0' LONG DECORATIVE - - - - - - - - - - - ALUMINUM PLANT 7-1 SUPPORT ARMS WITH SETSCREWS( MAX 60LB LOADI FINIAL(TYP) 1"DIA IRRIGATION HOLE WITH LIQUID TIG T FITTING FLEXIBLE H CONDUIT. SUPPLY POLE WITHY'FLEXIBLE CONDUIT FLOWER BASKETS-�- PROVIDED BY OTHERS DOWNTOWN DECORATIVE FLOWER BASKET DETAIL ALUMINUM POLE SHAFT S2 UP 1"THK ALUMINUM BASE PLATE (6061-T6 ALLOY) ANCHOR BOLTS PER STD PLAN 117.2 (4)1 1/4' DIA x 15/9' LG. BOLT SLOTS 10l/Y BOLT CIRCLE ALUMINUM PL GUSSETS +- (6061-T6 ALLOY) WOO x.25T WALL ALUMINUM POLE R=Y TYP. `�v o ARTERIAL & DOWNTOWN STREET PUBLIC WORKS DECORATIVE PEDESTRIAN DEPARTMENT LUMINAIRE POLE DETAILS �FNS02 Cha 111512020 DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F ROUND POLE CAP ALUMINIUM SHROUD (BY MANUFACTURER) DOME STYLE LED LUMINAIRE WATTAGE PER PLANS TYPE 3 IES LUMINA4NITHDISTRIBUTION, 4000K CCT, 120-277V UNIVERSAL DRIVER (75OmA OR PER LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119. Ie ^I (6) 1.38" DIA. X 2° LONG SLOTTED HOLES WITH 1 1/4" DIA, 4" HEX PAINT SPECIFICATIONS: HEAD CONNECTING BOLTS AND NUTS A36 STEEL, ALL LUMINAIRE, POLE, CAST ALUMINUM BASE PARTS, AND ANY ADDITIONAL EQUIPMENT MOUNTED ON THE POLE __ �1 N' THICK SHALL BE FACTORY PRIMED AND POWDER COATED TO A' BASE PLATE MATCH FINISH COLOR. ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL MATCH FINISH COLOR. 15"0 BOLT CIRCLE POLE BASE PLATE DETAIL FINISH COLOR: RAL 9005TX "JET BLACK", OR APPROVED EQUAL WITH PAINT CHIP. FOUNDATION SHALL SUPPORT DECORATIVE LUMINAIRE POLE NOTES -i POLE SHOWN IN STANDARD PLAN 117.1A 01 ROUND TUBULAR SECTION (NO TAPER) FOUNDATION, AND ANCHOR BOLT DOME STYLE LED LUMINAIRE DETAILS PER STANDARD PLAN (WATTAGE PER PLANS, TYPE 3 IES 117.1A DISTRIBUTION, 4000K CCT, 120-277V w UNIVERSAL DRIVER (75OmA OR LOWER), WITH FLAT GLASS LENS) BY a CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE 90' FIXTURE. FOR MOUNTING ARM DETAILS SEE STD PLAN 117.3. WIRING PER o STD PLAN 119. 4'-0' 3 180' 0' a LUMINAIRE ARM a 5 = 270' � o �. .I © i • DECORATIVE ROADWAY LUMINAIRES ARE MOUNTED AT 0' F o • DECORATIVE PEDESTRIAN LUMINAIRES ARE MOUNTED AT 180' 18 • HANDHOLES ARE MOUNTED AT 180' v ORIENTATION LOCATION FOR STREET LIGHT STANDARD DECAL z kG NUMBERING DETAIL, REFER TO CITY OF RENTON STD PLAN 121 � m 3 POLE SHAFT FABRICATED FROM 6063-T4 o ALUMINUM, HEAT TREATED TO T6 CONDITION - AFTER WELDING. 10" O.D. x 0.250" WALL AT z 4o BOTTOM OF POLE SHAFT, 9.375- O.D. AT 27- 9 )1. F= UP FROM BUTT OF POLE. TAPERED BETWEEN .� OCTAGONAL SPLIT TOP I.D. 0 LUMINAIRE CONNECTIONS ^ CAST IRON BASE o WITH REMOVABLE "I DECORATIVE BASE COVER PER ACCESS DOOR DETAIL, THIS SHEET Z 4" X 8" REINFORCED ALUMINUM HANDHOLE 1. OPENING WITH 5/16"-18 HOLE FOR A GROUND CONNECTOR AND FLUSH FITTING CAST ALUMINUM ANCHOR BASE, �5 ALUMINUM DOOR W/ GASKET INSTALL ANCHOR BOLT COVERS G (PROVIDED BY POLE m MANUFACTURER) 6' HIGH SIDEWALK 21" `i OR PLANTER STRIP DECORATIVE BASE COVER ... . ;,... _-.;..;.. ::.,.':q• ROADWAY CONCRETE PAD/SIDEWALK PER STD PLAN 120 IF SURFACE IS NOT LEVEL, INSTALL GROUT AT BASE OF POLE AND FOUNDATION PER STRUCTURAL ANALYSIS::""'iLL3T BASE COVER, PROVIDE 1/2' DIA DRAIN TUBE THROUGH GROUT POLE ELEVATION ARTERIAL STREET STD. PLAN - 117.1 PUBLIC WORKS DECORATIVE LUMINAIRE POLE . . APPROVED: p DEPARTMENT DETAILS FNjO ManP.Licha 7/27/2022 1 5 ... DATE DocuSign Envelope ID: F41B6C7D-lA89-4D3E-83C3-E2FO224FAF96 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 - GROUND II II CLAMP II II 1 -#8 EQUIPMENT GROUND PVC CONDUIT II II WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM 5/8"x8' COPPER CLAD WIRES TO CONTACTOR GROUND ROD (SIZED AS REQ'D.) 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 VED: AP RO ,P DEPARTMENT PRO 5/22/2019 F DATE DATE REVISION BY DATE DESIGNED BY MRW 05/12/2022 0 RECORD DRAWINGS KLW 8/27/2024 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 DocuSign Envelope ID: AOA08484-40B8-4C5D-B9EO-E7OE519.67ED2 orFic GENERAL NOTES: STREET LIF®M'O STREET1. DOWMOWNDECORATIVEPEDESTRANWMINAOESSHALLBEEQIAPPFOWITHALLMUIPMENTSHOWNON CUTS AND tl THISSHEET PAINT SPECIFICATIONS: ALLWMINNRE,POLE, CASTALUMINUII BASE PARTS, AND ANY ADDITIONAL swEwAix gLEWAU( Z. PRIERIPL DECORATIVE PEDESTRMN LLMINMRES SHALL NOT COME EWIPPED WRH BANNERS AND FLOWER BASKETAPMSISAINETS E9UIPMENTMOUNTED ONTHE POLE SHALL BE FACTORY FRIMEDAND POWDER 2T0'80' 3. ORIENTATION OF EQUIPMENT FOR DOWNTOWN LOCATIONS AND ARTERIIL LOCATIONS SHALL BE PER ZIP BP ORIENTATION LOCATION DETAIL, THIS SHEET COATED TO MATCH FINISH COLOR. ALL BANDING AND ALL OVER MOUNTING HARDWARE SHALL MATCH FINISH Cacti. 1� 1BY FlNSH COLOR: RAL9WST%'JET BLACK' wWMTONN LOCATION ARTENALLOCATXIN MSGARE CRENTATIa4NOTES-DOWNTOWNLOwnoNS OPENTAFONNO ES-ARTERIALLO CHISsPACFODECOMTREPLUMINNRES MOUNTED AT T,UILESSOTHERXEENOTED ON PLANS 180•, UNLESS OTHERWISE NOTED ONH•ALHOIEEMOLMTEDATi • HANDHOLES MOUNTED AT O' RECEmACIE MIOUREDATIBD RECEPTACLE SCUNTEO AT XCENTER CONDURDECORATNEWMNAWEPOLENOTES • CARFIE)( CONDUITANDIRRIGATIONHOLELOCATED Ai0' . CAR- CONDUIT AND IRRIGATION HIM: L=TEDIN FOUNDATION AT 180°(D RWNOTUE-SECTION • PVM9LPPJRTBRACI(ETSMWNTEDATAO'83i0°BT150'BPNNERMOUNTEDATIBO° o-T. ONESCO,LUR, UNLESSSTALEDOINERMSEONORIENTATION LOCATION DETAIL THDOME STYLE LED U.MINNRE(WATTAGE PER RANG, 4'ALUMNUM POLE TDP CAP W1TH CwNCFETEFOUNGATION ANDCONNECTTOCITY TYPE3IES DISTRIBUTIIXI4,OON(wT.11021N (3)5ETSCREWSAr13MAPART JUNCTION BOXPER STOPIPN 1191D.11•DIABOLTCIRCLE GLASSLENUNUME ENSIBY INTEGEIORAPPRa•EDEwSEE OHMER SHALLBENTE 3.FOR RM ENGHE.S, SEESTDRAN NOTE B RORAHN LENGTH$ AND S ®1S LING FOR MouxnxG HAHDwAHESEE DErAns sHOWTJ FOUNDATION SECTION ON STD PLAN 11T.J - GHOUNDPoLETOFOUNDAFON 0 ca+DUR, sEEAaoHE� 4•a.D. c TOParwxcRETE VAasIDEwnuL� DOW1Rrowry LDcnnGNsaNLv. RE ilY 01A HOLES FORBANNER SECURE G_TGWA__N3GNLv. ITT aGUUTN PREGR BRAfMET3 WITH PRESSURE rOPBANNER BRFORBANITHTHRO RELEASE SPRINGS WITH BOLTS AND SHIM TO ILIEL PER MLINUFACNRER'S INSTRUCTIONS PROTECTIVE RUBBER COATING 11-1 STREET LIGHT ETAHDPAI aPaL NUMBERNG PERSTOPWI131 DOWNTOWN LOCATIONS OILY. Tx4DECORATIVE BANNER E%TERMN GEST00NCASTINGWTTH LaEMA3KABLE DIE NODORG, PNNTABLE,WiATHERP 1 INLSE NTOMS, zOpOWNTWM LwATwN5 U1LT. VE BWNEAARM COVER, MODELWP1010MCBY 1NIH FINVL INTERMATICIORPPPROVED EgML) - - - - - - - - MWNTEpTOPTACL GFORECEE.NT TO MATCGATNXAS HPAIPOLE 'PS'REINFORCED ALUJINUM DRIP ACCESS HANDHOLE OPENING AND DOWNTOWN LDONLY. FLUSHFITTINGALUMINUM-PHIH SECURE BOTTOM aw+m BPACIET WITH3AAIUSrAKE STAINLESS STEEL GASKET LOCATED AT I GY BANDS AND SHIM TO LEVEL PER MANUFACTURER'S INSTRUCTIONS ODlMTOIYN LOCATIONS ONLY. acawTNE ROWER BASI(ET AND ARNSPERSTOPLW1114 I• DA. IRFIGATION TUBING HOLE TAPERED POLE SHAFT FABRICATED FROM BOS3T4 ALUMINUM TUBE (POIEASSEMBLYHEATTREATEDTO TSCONOITIw AFTERWEIDINGI IF o.D.. ue• WALL are•-16HOLE FONAGRI 'EmBI. T03LF xFROW carvnscTORAB°FLUSH FmwG ALUMINUM DOOR WITH GASIET PACEa cURBTo FACE OF BASE ASTMI 35S SPLTI CAST ALUMINUM BASE, LONAB RE S TTALL, WITH4'r B' MOVABE ACCESS DOOR. SEE STD FORALLMONALDETALS 0 4 fr FABRICATED ALUMINUMISASERATE ASSEMBLY PER STO PLAN 111A N TOP OF SIOEWALKOR wNCREIE PAD CONCNETEPADORSIDEWALK PERSTOPLAN IA FOUNDATION DETAIL 1-1R•GWHOLEITYPI m.sTEELPLATE BOLT °RCLE PER STD PLAN 1114 3� O ANCHOR BOLT TEMPLATE DETAIL -FOUNDATION FOUNDATION ANCHOR Bar, 4 TOTAL, 1' GI0. GALVANIZED STEELF1S54ORGRADE55(TYP) 1 • HEX NUTS, STEM IB FSOD PER ANCHOR BaTI, -. POLE ELEVATION \�v o ARTERIAL & DOWNTOWN STREET PUBLIC WORKS DECORATIVE PEDESTRIAN DEPARTMENT LUMINAIRE POLE DETAILS �FNt02 DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E �00a,000 ° LUMINAIRE POLE\ L JUNCTION BOX CONCRETE PAD PLAN VIEW LUMINAIRE POLE CONCRETE PAD 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 ANCHOR BOLT ASSEMBLY DETAIL FOUNDATION DETAILS 117.2 Cha-1/5/2020 DATE DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 = DIRECT ACCESS POLE TO THESCREWS 2-0 w (LUMINAIRE ARM z POLE 10'-0" LENGTH) '� CE (LUMINAIRE ARM LENGTH) BRACKET 3.5" DIA .� LEADS HOLE 45' R 38" THIS SIDE 2"TANGENT 2.5'R DEB. Z i IF -ia" O WIREWAY TOP VIEW u CD W HOLE = TERMINAL- ( Z BLOCK 121 CONNECTOR LL (LUMINAIRE ARM LENGTH) 60' R 46' 1 1/2 - WIREWAY O i - P E 4'4" 4" OD HOLE (LUMINAIRE ARM LENGTH) TERMINAL BLOCK 2"TANGENT HOUSING DETAIL Z = 7.5' R 13.5„ m ai _ �n ALUMINUM FIN WELDED TO ARM AND POLE CLAMP 3.5" DIA HOLE o O - MIN 01 1/2" WIREWAY, TYPICAL FOR ALL ARMS w (LUMINAIRE ARM LENGTH) o 16' R 22" _ ROUND CAP = zo 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 = BLOCK DETAIL, SEE cD THIS SHEET LUMINAIRE ARM M, (LUMINAIRE ARM LENGTH) Lu CLAMP -ON TO NO rr LUMINAIRE 30' R 30" LUMINAIRE w CONDUCTORS, w o SEE STD z } DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, PLAN 119 TYPE 3 IES DISTRIBUTION, 4000K CCT,120-277V 4" On HOLE UNIVERSAL DRIVER (7501nA 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 0.5 INCHES LUMINAIRE AND MOUNTING T LAN- 117.3 PUBLIC WORKS BRACKET DETAIL �p PR V `�►�/ DEPARTMENT Martin astUChall/5/2020 I 888131 FD98B449D... DATE INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50G F OR ABOVE 1 NUMBERING EXAMPLES LED TYPE LUMINAIRE POLE JUNCTION BOX CONCRETE SIDEWALK WATTAGE PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE CONCRETE w PER STD PLAN 102 Ln �� JUNCTION BOX LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE WITH SIDEWALK DETAIL CONCRETE PAD JUNCTION BOX 4" CONCRETE PAD J �I JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX PAD DETAIL ��Y o LUMINAIRE CONCRETE STD. PLAN - 120 PUBLIC WORKS PAD/SIDEWALK AND QED: 3 13/ DEPARTMENT JUNCTION BOX CONCRETE PAD Gre�A. Zimm@fR1a7rP19 1 ..,....,.,..,....« DATE CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. transpogroup WHAT TRANSPORTATION CAN BE. 7F 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 S A. = r t �9 LD 1 q5 _TRAFFIC FLOW CD FOR STD PLAN 117.1 FOR STD PLAN 116.1,117.2,117.4 1-3/4" TO 2" l � 0.88" Fill \ \ 7 T\ O DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND tisY o STREET LIGHT STANDARD * PUBLIC WORKS DECAL NUMBERING SYSTEM DEPARTMENT 8T 12 STD. PLAN- 121 , PROD 01 nA Know what's below. T-420003 Call before you dig. GMD RENTON L02 %- SHEET w "SOEg���1 CITY OF RENTON MAY 2022 OF NAL ti� 10 oil AS-BUILTS ILLUMINATION DETAILS SHEETS 0 0 N I T- 0 rr DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959 z: :7 OO "' V C) & LU LU OOOO OOOO t0 hl I-(D2m W ZzCD0> W W pH -1 1: W W m=w mm: I- Z QQm1­->AUUUW=aO ~AQ 0z0w HZZHaWH- LU � _ Wm w=LLmHLLF OWHW O Z�W 9 x - J z Z W m � V Z LL O = W U-LU_j Z 0LU U)Z 0 ZwgO� LU= �o wci) JW�=o Hz 2Z LU > W W(1) H 2 W H H g F- W Q Z _ J Q W U J j= > Q m U Q w U In C9 z Of LU W IY �3: 0 = �J 1-H av r(n z z 0 Of Q Go OO �L EO ZJ~ F-m F- W0a0 O a U U N N z } d N Y Q z Q 10�a. ~ 0 LUO LL In w O z ►�i w M I-i Q a w 0 z_ 0 N O SERVICE CABINET App gg PLAN - 122.1 ®� PDEPAR DEPAUBLIC RTMENT Martin 11 astUCfyj8/2021 1 4:? FNS� 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. G PUBLIC WORKS DEPARTMENT 1 TRANSPORTATION NOTES STD. PLAN - 135 -ArrPRGAZovED: 3/13/2019 1 4 DATE 1 DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959 UUMPOINLIN"1' SCHLllULL OMETERBASE: 200 AMP, 4 JAW, MANUAL BYPASS, B-LINE U264 W/ STH JAW AT 9:00 POSITION O PANELBOARD: 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 891ODPA34VO2 -I REQUIRED 40 PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, ALR #SST-IES-UL MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW 50 PHOTO -CELL BYPASS SWITCH: SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK) OGROUND 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 ��Y 0 SERVICE CABINET NOTES pLAN - 122.2 PUBLIC WORKS ApPROV D: A DEPARTMENT Martin aStuCfj*8/2021 1 4 NSA DATE . a.. MOEN ice M £ 1 /4" LOAD FUSE LINE 1 /4" r 1/8" QO O 1/S" CUTTING RINGS FUSE KIT r ► �o��rir VV T C 3F`LIt r- SPLICE KIT FUSE KIT & SPLICE KIT DETAILS 1 p ADOPTED CITY OF RENTON +LL STANDARD PLANS IST DATE: 04/04 ...ram ..-......,... .... nwr NA1/F, In1I CP PArF•.In13 DATE REVISION BY DATE DESIGNED BY MRW 05/12/2022 0 RECORD DRAWINGS KLW 8/27/2024 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E CONDUIT ENTRANCE AREA k PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET 6" 6" I' -GRADE LEVEL N a FRONT VIEW SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION ti o PUBLIC WORKS DEPARTMENT BAND OR SHIM TO PLUMB SEE NOTE 3 o #4 HOOPS fiIIT #4 BARE11T CORNER 6" MIN 1" TO 2" 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH + 2" H - - - - - #4 BAR EACH + i AP I #4 CORNER m +III _HOOPS Li Li PLAN VIEW CONTROLLER CABINET FOUNDATION NOTES PER STD PLAN 126.2 CABINET FOUNDATION DETAILS STD. PLAN - 126.1 $OVED: 3/13/2019 I 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 EDGE OF TRAVELED ROAOWAY 90 30'-� 4" MIN. T EDGE OF bIGN FOR REFLECTORIZED SIGNS: MOUNT 5/16"x2-1 FACING Y(degree) OUTWARD IF SIGN GALVANIZED BOLT WITH IS V9THIN 30 FEFT OF ROApWAY GALVANIZED WASHERS. SIGN FACE ORIENTATION 2" SQUARE. METAL POST z v 00 RYP o T P F N H SIGN POST LOWER SOUAIR TUBE) 0 0 W In FINISHED hm o I a UN LINE d, LOWER SIGN 5/16" (IN CORNER BOLT -0 POST SUPPORT / 318" (IN) FLANGED _ SHOULDER BOLT WITH NUT AND WASHERS ti 2 REQUIRED (TYP.) ` z `B_O-LT STOP (I C >` TYPE ST-4 SIGN SUPPORT t LOWER SIGN POST SUPPORT - 2,25" (IN), 7-CAGE. HOT -DIP GALV., IN HEAVY-DUTYANCHOR I M. COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 ®� PUBLIC WORKS METAL (ADOPTED) POST APPROVED: d DEPARTMENT y"V -- 6- G_ Harr CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. :1 transpogroup WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E SHIM TO PLUMB SHIM TO PLUMB SEE NOTE 3 SEE NOTE 3 �H4 HOOPS 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. �1. 0. WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. WOODEN SHIMS SHALL NOT BE USED 12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3. SHIM TO PLUMB ES�SEE NOTE 3 2" I • _ JE: i II 6" MIN Ld � 14 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 tO 3/8" DIAMETER PLASTIC DRAIN SEE NOTE 5 N� o� �amw+ IF o � HORIZONTAL COMBINED FOUNDATION 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 o CABINET FOUNDATION STD. PLAN - 126.2 PUBLIC WORKS DETAILS T OVED:DEPARTMENT 3/13/2019 1 4 DATE F= T-420004 GMD RENTON Know what's below. Call before you dig. 52038 ;rsTER���,ti� CITY OF RENTON MAY 2022 NA1 �� h�Iti� AS-BUILTS ILLUMINATION DETAILS L03 SHEET 3 OF 10 SHEETS C:) 0 N 1 T 1 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 118" (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 114-20 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 3116" (TYP.) ) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. GROUND STUD DIAMOND PATTERN 318" (IN) STEEL COVER (TYP.) 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See (SEE NOTE 4) 3/16 1 112 (SEE NOTE 2) LIP PLATE (TYP.) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, S S 'f 2 2 COUPLING NUT FOR ALTERNATIVE 2 - SEE SHEET 2 LID LIFTING NOTCH - 1/4" (IN) x 314" (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 - TAPER OF BOX BOX INTERIOR LENGTH -1/16" It O 5/16" (IN) x 1" (IN) S. S. (TYP') 1/4 v COUPLING NUT 5/18" (IN) x 1 1I2" (IN) S. S. (TYP ) SET SCREW (TYP.) 10 GAGE J GALVANIZED m DIVIDER PLATE STEEL SIDE VIEW ELEVATION VIEW (FOR TYPE 2 JUNCTION BOX ONLY) A LID SUPPORT (TYP.) C (SEE NOTE 3) 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 125/8" 181l8" CAPACITY - CONDUIT DIAMETER 6" 12" LID SUPPORT (TYP.) see wndard peer I- on 9- 9. (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. Je 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 ING DETAIL ALTERNATIVE 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 ll o shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes laced within the traveled way or paved 1 3/8" (IN) DIAM. HOLE WITH /,.,� D (SEE NOTE 11) MIN shoulders shall be Heavy -Duty. P y 1/2 - 13 x 1 1/2 STAINLESS ��B WELDED WIRE HOOP (TYP.) STEEL PENTA HEAD BOLT 1 1A" GAP (TYP.) 4" 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) FOR HOOK RELEASE (T.p,) (SEE NOTE 10) HEADED ANCHOR 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 O limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6). (TYP) 3/16 3/4 DUTY JUNCTION BOX 3/16 314 PERSPECTIVE VIEW (CONDUITS NOT SHOWN) GROUND STUD (SEE NOTE 4) TOP OF SOIL A 3/8" (IN) STEEL B � JOSEA� SURFACE OR COVER LIP PLATE 1 Equipment Groundin GROUNDING STUD g �{ COUPLING NUT FOR ALTERNATIVE 2 - WASy7 FINISHED (SEE NOTE 4) 1 1/2" MIN. Conductor 1 V2 MIN. SEE DETAIL "E" ALTERNATIVE 2 ® oe GRADE TOP OF PAVED J�C ` E CO (IN) STEEL 3/ / SURFACE 0 Copper Connector 3E (IN) STEEL Y LID SUPPORT (TYP.) COVER PLATE TOP OF BASE Crimp Connector COVER LIP PLATE 3/16" L SHAPE SHOWN LID HOOK / COURSE (TYP.) (SEE NOTE 3) -------------a-----�--- q Z -------- - - - - -'- - - - O O -- LID o00 HOOK j (TYP.) SEE �NOTE 7 �- - I I C O9 Equipment Bonding 3/8" (IN) x 3" (IN) HEADED ANCHOR 9 sv a p " Jumper (See Note 6) SHEAR sruD (TYP.) O+Q39B20 IL/ 6 1 N r ® See Contract for Conduit .I, - WELDED WIRE i Size and number FABRIC (TYP.) sg7 pN�� 1�G�� _ o w o :" (WWF) 4x4-W2.94V2.9 1 t- 2 1 MIN 3� 2" 03 w O 3 (SEE NOTE 6j MAX ^,+ MIN. m W On m CRUSHED SURFACING (BASE COURSE OR TOP COURSE) - PER ''�'� _ 2 O ' STANDARD SPECIFICATION 9-03.9(3) ', to a0 Aa Zr ~ ® GRS CONDUIT SECTION AA) 0 r1 dg" O 0 v 42„ a SEE HINGE DETAIL GROUND STUD (TYP) 36" } (SEE NOTE 4) 118" GAP m B BETWEEN LIDS I I ----------- • --' --{-------i (8 GAGE) (SEE NOTE 10) np,zs 2016 9.32 AM 2 ��• WELDED WIRE HOOP MIN. " 3 (TYP.) W2.9(6 GAGE) LOCKING LID STANDARD -�= - (SEE NOTE 10) DUTY JUNCTION BOX °a$° TYPES 1 & 2 STANDARD PLAN J-40.10-04 SHEET 1 OF 2 SHEETS C APPROVED FOR PUBLICATION Ca,penier, Jeff eGb2J74ir- q A7pr212,,63I21'M STATE DESIGN ENGINEER SECTION O Washington State Department of Transportation (CONDUITS NOT SHOWN) 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 3116" LID SUPPORT - L SHAPE SHOWN 1 3!B" (IN) DIAM. HOLE 318" (IN) STEEL COVER PLATE - 318" (IN) STEEL 3/8" (IN) STEEL (SEE NOTE 3) 3/1g„ 2" (IN) x 114" (IN) - 3 1" 1 5/8" BOLT PLATE CHANNEL - SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE GAGE STEEL SPACER 3/8" (IN) STEEL --- -- --- v SEE DETAIL 3/16 (TYP.) COVER LIP PLATE BOLT AND 112" (IN) S. S. FLAT WASHER 1 TYP.) 5/81,(IN) x } (TYP.) 3/18 3116 1 1/2 1/8 q 3/16 1 ( BOLT PLATE CHANNEL - co 1" (IN) m ° HORIZONTAL 2" (IN) x 1/4" (IN) - 3 GAGE LID SUPPORT - o• o ° 1/8 SEE DETAIL SLOT STEEL SPACER L SHAPE SHOWN 3/18 - LID HOOK - 1" (IN) x 1" (IN) x 3/16" (IN) ANGLE 3116 1 112 o SLOTTED STEEL CHANNEL (SEE NOTE 3) ° 4 5/8" (IN) x 1" (IN) (TYp') 3/16 a "° LID SUPPORT - 3/18 4 3 (SEE NOTE 6) HORIZONTAL SLOT _ HEX COUPLING NUT VrWF - WELDED � L SHAPE SHOWN WWF - TIED IN 2 PLACES ' . LID BOLT DOWN TO LIP PLATE a (SEE NOTE 3) TO EACH HEADED 4 1 5/8" (IN) SLOTTED S. S. ATTACHMENT TAB - 4 ANCHOR SHEAR STUD ° 3116 3116 CHANNEL WITH I S.G SEE DETAIL WELDED WIRE o° CHANNEL NUT AND SPRING WWF 4xq_W2.9xW2.9 (TYP.) 4 HEX COUPLING NUT HOOP (TYP.) (6 GAGE) (SEE NOTE 10) 1 S. S. 5/16-NC x 7/8" (IN) WITH DETAIL OF wz.s (s GAGE) (SEE NOTE 10) SECTION C 3/g S. S. 5l16-NC x 3/4" (IN) BOLT ALTERNATIVE 1 SHOWN O (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 WELDED TO LIP PLATE LID SUPPORT - 1/4" LID LIFTING NOTCH DETAIL E L SHAPE SHOWN ALTERNATIVE 1 3/16" (SEE NOTE 3) ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB 3/16 1/2 - 13 x 1 112 S. S. PENTA HEAD 3/B" (IN) STEEL 1/2 - 13 x 1 112 S. S. PENTA BOLT AND 112" (IN) S. S. FLAT WASHER (SEE NOTE 12) COVER LIP PLATE HEAD BOLT AND 1/T' (IN) S. S. FLAT WASHER 1 3/8" (IN) DIAM. HOLE 2 9/16" (IN) DIAM. 2° 2" LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) BOLT PLATE CHANNEL- 1" HOLE SEE DETAIL 318' (IN) g --__ - il- _-- STEEL COVER PLATE - 1" 1/8 o BOLT PLATE CHANNEL - _ SHOWN CUT AWAY FOR CLARITY SEE DETAIL r 518" (IN) x _ __ _ _ q 1" (IN) 3/16 11/2 - - -- 3116 1 1/2 � i 7/16" (IN) x � m i VERTICAL 3 (SEE NOTE 6) (TYP.) 3116 n L (IN) m _ - SLOT WWF-TIEDIN2 PLACES TO HEADED ° a LID SUPPORT - L SHAPE ANCHOR SHEAR STUD 4 m SHOWN (SEE NOTE 3) -1--- -- �- WWF 4x4-W2.9xW2.9 _ 9/16"(IN) (TYP.) (6 GAGE)EXPOSE ID BOLT DOWN DIAM. HOLE BOLT DOWN y ° SUPPORT ANGLE TO ATTACH (SEE NOTE 10) HEX COUPLING NUT ATTACHMENT TAB - -- ALTERNATIVE 2 LID BOLT DOWN 1/2" (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x - m 3/8" (IN) x 3" (IN) S. S. 5116-NC x 718" (IN) WITH SEE DETAIL 31,2 HEADED ANCHOR S. S. 5/16-NC x 3/4" (IN) BOLT & THREE LID BOLT DOWN SUPPORT 7/16" (IN) x 314" (IN) SLOT SHEAR STUD - EACH S. S. 5/16" (IN) FLAT WASHERS ANGLE - 2" (IN) x 2" (IN) x BOLT PLATE CHANNEL WELDED TO 1/4" (IN) ANGLE 112" (IN) S. S. HEX NUT LIP PLATE LID BOLT DOWN SUPPORT ANGLE - 1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE DETAIL F O ALTERNATIVE 2 SHOWN 118 (TYP.) �� JOSTph, DETAIL OE PERSPECTIVE VIEW <7 oN WAsg7Nc ALTERNATIVE 2 SHOWN ALTERNATIVE 2 HE � -13 x 1 1!2 S. S. PENTA 5 HEAD BOLT AND 1/2" (IN) S. S. LID BOLT DOWN ATTACHMENT TAB Z FLAT WASHER (SEE NOTE 12) 3/16" 1 1/8" (IN) x 2" (IN) 1!2. 13 x 1 1/2 S. S. PENTA HEAD BOLT 3/8" (IN) STEEL 1 1/8" (IN) z 2" (IN) VERTICAL SLOT AND 1!2" (IN) S. S. FLAT WASHER COVER LIP PLATE VERTICAL SLOT 0 39B20 O �V (TYP) 318" (IN) STEEL COVER 1/8" (IN) x 3/4' (IN) 'A4P 9�CI S 3/16 \ PLATE -SHOWN CUT STEEL ANGLE 1/4" (IN) STEEL PLATE sg ONAL 0� AWAY FOR CLARITY M� / E 3/16 (TYP.) \ 1/4" (IN) STEEL PLATE H Iy, Ind PLATE Ap 212I1169:11 AM 1/8"(IN)x3/4"(IN) 3/16 11l2 � --�=- �//�`�� 3/16 11/2 STEELANGLE LOCKING LID STANDARD a LID SUPPORT - 4' 3 3J4" 1/8 WWF -TIED IN 2 °4 / o L SHAPE SHOWN ar m a� DUTY JUNCTION BOX PLACES TO HEADED 4 3/16 1/B" (IN) x 3/4" (IN) (SEE NOTE 3) m ? -' TYPES 1 & 2 ANCHOR SHEAR STUD p ANGLE (TYP.)--------------- 1/4"(IN)STEEL PLATE STANDARD PLAN J-40.10-04 WWF4x4-W2.9xW2.9 ° a p° 1W (IN) S. S. PLATE (TYP.) (B GAGE) LID SUPPORT - L SHAPE SHOWN 1/8 SHEET 2 OF 2 SHEETS (SEE NOTE 10) Z (SEE NOTE 3) RADIUS 1/8' (IN) x 3!4" (IN) STEEL APPROVED FOR PUBLICATION ANGLE - RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3/4" (IN) STEEL e"rpe m,, Jeff 3/6" (IN):x 3" (IN) SHOWN, MIRROR IMAGE HEX NUT ANGLE - MIRROR IMAGE e�akeorte r. ( Ap,28 -016 3I2 PM HEADED ARSTUDANCHOR DETAIL OF FOR LEFT ANGLE ALTERNATIVE FOR LEFT ANGLE STATE DESIGN ENGINEER SHEAR STUD-J DETAIL E WELDED TO LID BOLT DOWN ATTACHMENT TAB T� Washington State Department of Transportation LIP PLATE ALTERNATIVE 3 SHOWN ALTERNATIVE 3 SHOWN T// PERSPECTIVE VIEW (SEE NOTE 12) 0 O w NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. J 2. Minimum lid thicknesses are shown. Junction Boxes installed in sidewalks, walkways, and m shared -use paths shall have a slip -resistant coating on the lid and lip cover plate and shall 3 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) min. thick steel C, L, or T shape, welded to the frame. C Exact configurations vary among manufacturers. --- o I ,_ j 4. A 1/4-20 NC x 3A" (in) S. S. ground stud shall be welded to the bottom of each lid; include (2) S. S. nuts and (2) S. S. flat washers. I n Q SEE NOTE 8 ! u 5. The hinges shall allow the lids to open 1801. p 3„ , Z N 6. Bolts and nuts shall be liberally coated with anti -seize compound. _ 0 00 i � 7. Connect Equipment Bonding Jumper to ground stud on lid. As an alternative to the round stud connection, the Equipment - LL 9 P 9 M m N N = 4- ____ - -- O -- N > Bonding Jumper shall be attached to the front face of the hinge pocket with a 5116-20 NC x 3/4" (in) S. S. bolt, (2) each S. S. nuts, `1 SEE HANDLE w and (2) each S. S. flat washers. Equipment Bonding Jumper shall be #8 AWG min. x 4' (ft) of tinned braided copper. o DETAIL n 8. The System Identification letters shall be 1/8" (in) line thickness formed by a mild steel weld bead. See Cover Marking detail. w N Grind off diamond pattern before forming letters. See Standard Specification 9-29.2(4) for details. z oo`a°goo j 9. See the Standard Specifications for alternative reinforcement and class of concrete. - 4 -,t® ° 10. See Standard Plan J-40.10 for Welded Wire Fabric and Headed Anchor Shear Stud attachment details. • • 11. Capacity - conduit diameter = 24" (in) _ 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab a shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved HEADED ANCHOR SHEAR STUD - 1 (TYP.) DIAMOND PATTERN manufacturers' shop drawing for specifics. 318"(IN) x 3" SPACED 10 COUNT STUDS 3l1s 1 1/z !I (SEE NOTE z) EVENLY 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults and Pull Boxes shall not be placed EVENLY SPACED AROUND FRAME 1 within the sidewalk, walkway, shared use path, traveled way or paved shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes ts" ts" placed within the traveled way or paved shoulders shall be Heavy -Duty. I Q Equipment Grounding 1" 4 STUDS EVENLY SPACED 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) max. for final grade of Conductor (TYP') new construction only. See Standard Specification 8-20.3(5). Where adjustments are to be made to existing Junction Boxes, 2 Copper Solderiess rim PLAN VIEW or for interim Construction stages during the contract, the limits shall be from 6" (in) min. to 10" (in) max. See Standard Q C pp Crimp Specification 8-20.3(8). Connector LOCKING LID STANDARD DUTY JUNCTION BOX < Equipment Bonding Jumper ® Foundation sQ See Contract for conduit size HEX COUPLING NUT JosEpy (TYP.) - SEE DETAIL "C" 30" '3OF and number 42„ Sy744T Y� 3/16" (TYP.) 3" (TYP.) TOP OF BASE COURSE 20" TOP OF SOIL SURFACE INSIDE WIDTH OF FOUNDATION d J C 1/2" (IN) STEEL LIFT HOLE - 3/16" (TYP.) 3" (TYP.) A COVER PLATE V (IN) - 2" (IN) TOP OF PAVED 16 (TYP_) DIAM. SURFACE GROUND STUD O "p 39820 WELDED WIRE �LI' �r'I STEQe 1� FABRIC (TYP.) (WJVF) SS/ONAL F�G �#5 HOOP Imo' I �s 3 W w �' '+� 4x4-W2.9 (6 GAGE) iN WITH 8" (IN) �0 2 1 O " 2" MIN. w #5 HOOP WITH • ° D (SEE NOTE 9) o OVERLAP - Z TYP.) $ 8" (IN) OVERLAP - �'° •� WELDED WIRE HOOP Apr 2; 2016 s 09 era if OJ 2 TIES 1" ( O 7) 2 TIES " (TEE NOTE g) GAGE w " W o _ ) ( ) LOCKING LID STANDARD E W a +p SIN 4 W a DUTY JUNCTION BOX 7= M 1 2 W CRUSHED SURFACING °� •° D a TYPE 8 LL (BASE COURSE OR TOP COURSE) - O STANDARD PLAN J-40.30-04 a w ;' PER STANDARD SPECIFICATION 9-03.9(3)';, Q a w N O SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION / �[�ZOIrc" / cn� � Carpenter, Je".ff V Apr 2k 26163_I, ______--'" 5 PVC CONDUIT GRS CONDUIT 5 '--___,, SECTION O STATE DESIGN ENGINEER 1 SECTION O 1 VTF Washington State Department of Transportation CONDUITS NOT SHOWN DATE REVISION DESIGNED BY MRW 05/12/2022 A RECORD DRAWINGS DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 BY DATE KLW 8/27/2024 CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. 1 ALTERNATE LOCATION FOR 3/8 (TYP.) 3116 V1 112 � ATTACHMENT OF EQUIPMENT 5" LID SUPPORT - 3116" (IN) MIN. THICK BONDING JUMPER 1/2" IN STEEL COVER PLATE 6H- ANDND LE STOP OP 3/16" (SEE NOTE 7) 6' (I x x (IN) FRAME - L 1 314" (IN) x 112" (IN) STEEL COVER PLATE LID _ f 12" (IN) x 3/16" (IN3/4" E ( DIAM. ®, HOLE (TYP.) i --------------------- (TYP) 3116 a S. S. PIN WITH SNAP a RING GROOVE (TYP.) TOP VIEW S. S. FLAT WASHER (TYP.) HANDLE STOP SS a GROUND STUD WITH 2 NUTS AND S. S. SNAP RING (TYP.) ( j (TYP.) 1!4 - 2 WASHERS (TYP.) (SEE NOTE 4) Q ® 1!2" IN STEEL HANDLE - BENT 1/2" (IN) WWF -TIED IN 2 i 4 COVER PLATE STEEL ROD, FLUSH WITH LID PLACES TO HEADED - Q ANCHOR SHEAR STUD (SEE NOTE 10) Q • j - ° EQUIPMENT BONDING gyp') 318 JUMPER (TYP.) - � (SEE NOTE 7) HINGE DETAIL in a a (TYP) 114 2" 3/8" (IN) x 3" (IN) HEADED p ' ANCHOR SHEAR STUD WELDED TO LIP PLATE a m (SEE NOTE 10) WITH S. S. 5/16 NC x 3/4 S. BOLT AND 4 EACH _ 1" (INj x 1" (IN) x 1!4" (IN) (TYP.) 5/8" (IN) x 1" (IN) FRONT VIEW 3„ HEX COUPLING NUT - S. S. 5/16 NC x 7/8' (IN) � VERTICAL SLOT S. S. WASHERS (TYP,) v HANDLE DETAIL DETAIL OC m BOLT PLATE CHANNEL 1" 1 1/2" 1 3/8" 1 2 114" 112 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 3/16" LID SUPPORT - 3/16" (IN) MIN. THICK 3/16 1 1/2 ' � HANDLE -SEE DETAIL 1 3/8" (IN) DIAM. HOLE 1/2 - 13 x 1 . S. PENTA 5/8" (IN) x 1" (IN) FRAME - L 1 3/4" (IN x HEAD BOLT 1/2SAND 1/2" (IN) VERTICAL SLOT J®SEAL. 1 /2" (IN) x 3/16" (IN) S. S. FLAT WASHER 1/2" (IN) STEEL COVER PLATE - 1/2" (IN) STEEL COVER PLATE - ®� of WAS#,,NC 7 .0 3/16 (TYP,) _ SHOWN CUT AWAY FOR CLARITY 5 FRAME - L 1 3/4" (IN) x 3/18 (TYP.) a ;s 3/18 a 1/2" (IN) x 3116" (IN) BOLT PLATE LID SUPPORT - �0 /��. 39820 CHANNEL 1/4 F SISTER ti 3/16" IN MIN. THICKNESS ,a O s G c I 3/16 1 1/2 1 s/ONAL E� (TYp,) Q - HANDLE STOP - 3/16 6" (IN) x 3" (IN) x 1/4" (IN) BOLT PLATE CHANNEL - � A r 25 2016 5:10 PM SLOTTED S. S. CHANNEL WELD TO STEEL COVER PLATE ,//L'� ,/oB�� p a ° IDSPRINGHHANNEL NUT ANLOCKING LID STANDARD WWF - TIED IN 2 PLACES TO HEADED ANCHOR 3/8" (IN) x 3" (IN) HEADED 1/4 ° ' DUTY JUNCTION BOX SHEAR STUD (SEE NOTE 10) 4 ANCHOR SHEAR STUD - 5/8" (IN) x 1" (IN) TYPE 8 (SEE NOTE 10 a WELDED TO LIP PLATE HORIZONTAL SLOT v ° STANDARD PLAN J-40.30-04 ' - a a SLOTTED S. S. CHANNEL SHEET 2 OF 2 SHEETS WITH S. S. CHANNEL NUT AND SPRING APPROVED FOR PUBLICATION 3 O a DETAIL egAQrQ.pq Ap,2820163: 151'M ENGINEERSTATE DESIGN ISOMETRIC VIEW DETAIL O Washington State Department of Transportation transpogroup J7F WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 NOTE: L� STANDARD PLAN J-40.30 USED FOR MODIFICATIONS TO THE TRAFFIC SIGNAL SYSTEM JUNCTION BOXES AS SHOWN ON SHEET TS01. f Know what's below. T-420005 Call before you dig. GMD RENTON 52038 sTERti°�ti� o�e< CITY OF RENTON MAY 2022 NAL� obh1�� AS-BUILTS ILLUMINATION DETAILS L04 SHEET 4 OF 10 SHEETS 0 O N T i O rr 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). 7. TYPE 8 JUNCTION BOXES SHALL BE INSTALLED PER WSDOT STANDARD PLAN J-40.30. S GRADY WAY 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. 13 REPLACE EXISTING JUNCTION BOX WITH TYPE 1 JUNCTION BOX. 14 REPLACE EXISTING JUNCTION BOX WITH TYPE 8 JUNCTION BOX. X. 1 ` i 13 e off, 8 P.en 0 e , 1 O °/o/ °/ 1314 2 ° 8 TYP o 2 /°T 11 TY�P. , °/ 4 PB PB 3 9 6 8 SD - SD - SD - H P(OH) G S - SD SD _ S ° L ---- ---- — > G T(UG) T( ■ - i T(UG) (UG) 12 10 - -P--� — —� �`oza PPB /w w—w—w w—w— w-�'c 69— w w -- - - - - — _w / _w = w w— w—_ w— w— _w f i 1 0 0 0 12 II �- G ---L{------------- -- -- - --- - TT - 10 40 0 20 60 DATE REVISION BY DATE DESIGNED BY MRW 05/12/2022 0 RECORD DRAWINGS KLW 8/27/2024 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 no P�68 � Uc) 10 P(UG) 7 10 f I P(UG) - - P(UG) I P(UG) 8 CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. 5 14+00 - 1_� - transpogroulo XUF WHAT TRANSPORTATION CAN BE. LEGEND DESCRIPTION EXISTING PROPOSED i�0l��Ji���� CONDUIT P(UG) P(UG) P(UG) P(UG)- - CONSTRUCTION NOTE SIGNAL POLE CONSTRUCTION NOTE WIRE NOTE SIGNAL POLE AND MAST ARM PEDESTRIAN SIGNAL STANDARD O PEDESTRIAN PUSHBUTTON POST o APS PEDESTRIAN PUSHBUTTON (PPB) ASSEMBLY PEDESTRIAN SIGNAL HEAD► VEHICLE DETECTION LOOP 0 TYPE 1 JUNCTION BOX m m TYPE 2 JUNCTION BOX SIGNAL CONTROLLER CABINET ELECTRICAL SERVICE CABINET Ip TYPE 8 JUNCTION BOX VIDEO DETECTION CAMERA 11111111111111/ WIRING SCHEDULE 1 A# RACEWAY CONDUIT SIZE* VEH DIET 2C(SH) EVP DIET 3C(SH) PPB 2C(SH) VIDEO CABLE EH/PED 5C ILLUM #8 OTHER NO. 1 2" SCH40 1 1 2 1 " SCH40 1 3 EX 3" 4 (EX) 1 (EX) 2 1 4 (EX), 1 4 EX 3" 4 (EX) 2 (EX) 2 1 8 (EX), 1 5 EX 2" 5 (EX) 2 1 (EX) 6 EX 4" 4 (EX) 3 (EX) 2 1 (EX), 1 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) 1 1 0 2 12 EX 1 1 *ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN SIZE TO THE LARGEST CONDUCTOR (MINIMUM NO. 8) UNLESS OTHERWISE NOTED. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 Oto] a _1m:IW_1Im911�0�_�i NEW T-420006 GMD RENTON Know what's below. Call before you dig. 52038 ,/STER_ O_91 0 CITY OF RENTON MAY 2022 IO NAL 0h1� AS-BUILTS TRAFFIC SIGNAL PLAN TS 01 SHEET 5 OF 10 SHEETS PED. HEAD 69 n k63 GW 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 Z.%_..)n 2CSH 2CSH VDCC DATE REVISION BY DATE DESIGNED BY MRW 05/12/2022 0 RECORD DRAWINGS KLW 8/27/2024 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 TO CONTROLLER TO CONTROLLER TO CONTROLLER CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. P.P.B� 88 784 B 785 W POLE NO. 2 PED. HEAD 68 761 762 763 POLE NO. 4 766 767 P.P.B. 68 764 B 765 W R G W B 0 2CSH 5C 2CSH TO CONTROLLER TO CONTROLLER transpogroulo ZUF WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 T-420007 GMD RENTON io ww 52038 ;1sTER�o��� ti� CITY OF RENTON NAL ���0 I Know what's below. Call before you dig. MAY 2022 o� S—BUILTS TRAFFIC SIGNAL WIRING DETAIL TS02 SHEET OF 10 SHEETS 0 0 N T O rr 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 E \E2 `QO° O 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 w t0° 180° \ ATTACHMENT POINT ALL HANDHOLES AT 1800 E1 2 0° FROM E1 POLE ORIENTATION LINE ANCHOR BOLT PLATE (E1 ATTACHMENT POINT) O O O LOCATION STATION <i N 1pO POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM -- -�� OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) 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 REVISION Al RECORD DRAWINGS 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. IB C 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 rL OF THE SHOULDER TO THE EDGE OF 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 BY DATE KLW 8/27/2024 CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. transpogrouio &UF WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 ME.] T-420008 GMD RENTON CITY OF RENTON Know what's below. Call before you dig. MAY 2022 AS-BUILTS TRAFFIC SIGNAL POLE CHART TS03 SHEET 7 OF 10 SHEETS C:) 0 N T 1 3" (IN) PIPE CAP w 3" (IN) PIPE CAP NOTES ESS STEEL TOP OF POST �- . 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. SHER (TYP.) rTHREE - _ _ _ _ --- - - - --- - --- - 2. p p q ( ) �� Where shown in the plans, install plaque R10-32P PUSH BUTTON FOR 2 SECONDS FOR EXTRA - TOP OF POST - CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to post STAINLESS height to accommodate plaque and leave a 2" (in) space between signs. HEX NUTS 1/4" (IN) • 1 1/4" (IN) LONG GROUNDING CONNECTION - 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. STAINLESS STEEL SEE DETAIL AT LEFT 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. THREADED STUD - - - - - - - EQUIPMENT GROUNDING POST CONDUCTOR - - 5. Two button installation may require adaptor(s). EQUIPMENT GROUNDING WALL - - - -- M CONDUCTOR AND FULL CIRCLE H CRIMP -ON CONNECTOR- CRIMPED FIELD DRILL AND TAP FOR O ° WITH A MANUFACTURER'S 1/4-20 THREAD BOLT TYP. ( ) 1 z RECOMMENDED CRIMPER * w ACCESSIBLE PEDESTRIAN ASSEMBLY to 9 SIGNAL (APS) GROUNDING CONNECTION * WELD STUD TO POLE WALL To MAXIMUM EXTENT POSSIBLE "li w DETAIL j _�;� , ■ ❑ (1/2" (IN) MINIMUM WELD) ; ® 10" (IN) OR LESS DESIRABLE - ❑ �%� % 18" (IN) MAXIMUM 5/8" (IN) DIAMETER' Z HOLE (TYP.) - - LL 1 1/2" (IN) DIAMETER 0 HOLE 5/8" (IN) DIAMETER Y HOLE ro co 1, POST DETAIL W o z r p w ❑ � i i w o rn 6" (IN) DIAMETER Q 0 BOLT CIRCLE � 1/4" (IN) STEEL EQUIPMENT GROUNDING u "v ND T R = � EDGE OF ANCHOR BOLT TEMPLATE 1 7" 1 5/8" (IN) DIAMETER HOLE (TYP.) 6" (IN) DIAMETER BOLT CIRCLE PLATE PEDESTRIAN PUSHBUTTON POST - CO UC O a D SIDEWALK 3" STEEL PIPE (SCHEDULE 40) CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION (DO NOT GLUE PVC STUBOUT) 3/4" (IN) CHAMFER (TYP.) i l N / `L TOP OF FOUNDATION - N PREMOLDED FINISHED GRADE JOINT FILLER TOP OF v ; SIDEWALK FINISHED GRADE v D rT ANCHOR BOLT TEMPLATE ASSEMBLY �LlNp 3 9/16" (IN) X1 - O ; ANCHOR BOLT TEMPLATE - TWO REQUIRED DIAMHOLE lJC (I ) x 18" (IN) FULL THREAD PER ASSEMBLY ANCHOR BOLT - ETER FOUR ELEVATION 1/2" (IN) DIAMETER STEEL HEAVY HEX NUTS - e - 1/2" IN 3" (IN) STEEL PIPE o FOUR REQUIRED PER ANCHOR BOLT ( ) _k_ STEEL PLATE BASE PLATE DETAIL (SCHEDULE 40) N FLAT WASHERS -FOUR REQUIRED w ' PER ANCHOR BOLT O� 48821� �<v BASE PLATE ASSEMBLY - p p EQUIPMENT CONDUCTOR GROUNDING 1/2" (IN) DIAMETER STEEL HEAVY HEX NUT, ; li ; p COMMERCIAL CONCRETE ®\AL ��G1 WITH FLAT WASHER, TWO EACH p REQ'D. PER ANCHOR BOLT - MIN. OF TWO NUT OR 5/8'R(EADS ABOVE N) MAXIMUM (TYP a292 flintJu12920192:531'M 3/8" (IN) ACCESSIBLE PEDESTRIAN DRAIN TUBE GROUT PAD - PUSHBUTTON POST (PPB) INSTALL AFTER 1" (IN) DIAMETER AND FOUNDATION LJ PLUMBNG ELECTRICAL STANDIARD CONDUIT STANDARD PLAN J-20.10-04 6" 1' - 6" SHEET 1 OF 1 SHEET 1/8 o 2" (IN) LONG PVC STUBOUT o . V (IN) DIAMETER ELECTRICAL D DETAIL OA CONDUIT SQUARE FOUNDATION DETAIL - APPROVED FOR PUBLICATION Roark, Stcvc - ]u131 2019 12.13 PM J STATE DESIGN ENGINEER 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 (T,P) DIAMOND PATTERN 3/8" (IN) STEEL COVE) 7. The System Identification letters shall be 118" (in) line thickness formed with a mild steel weld bead. See (SEE NOTE 4) 3/16 1 l/2 - (SEE NOTE 2) LIP PLATE (TYP. Cover Marking Sdetail. 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 - - - TAPER OF BOX BOX INTERIOR LENGTH - 1/16" O 5/16" (IN) x 1" (IN) S. S. (TYP. 1/4 > COUPLING NUT 5/16" (IN) x 1 1/2" (IN) S. S. U (TYP.) SET SCREW (TYP.) 9 10 GAGE J GALVANIZED m DIVIDER PLATE STEEL SIDE VIEW ELEVATION VIEW (FOR TYPE 2 JUNCTION BOX ONLY) ❑ A LID SUPPORT (TYP.) C (SEE NOTE 3) 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 6" 12" LID SUPPORT (TYP.) see tandard peel IcaL on 9-2.7.2(4). WELDED WIRE 8. When required in the Contract provide a 10" in x 27 1/2" in 10 gage divider late complete, with FABRIC TYP. (TYPO q i () ( ), g g P P (TYP.) 1/6 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. JLL c 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 CI: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 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.) 1 112+ 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 1 114" 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 3/4 DUTY JUNCTION BOX 3/16 314 (CONDUITS NOT SHOWN) PERSPECTIVE VIEW TOP OF SOIL p GROUND STUD (SEE NOTE 4) JOSE 3/8" (IN) STEEL B p� SURFACE OR COVER LIP PLATE � Equipment Grounding �{ COUPLING NUT FOR ALTERNATIVE 2 - FINISHGRADE GROUNDING STUD 1 1/2" MIN. TOP OF PAVED Conductor SEE DETAIL "E" ALTERNATIVE 2 OQ WASy�NC� (SEE NOTE 4) 1 1/2 MIN. E 3/8" (IN) STEEL 3/16" SURFACE < Copper Solderless 318" (IN) STEEL F LID SUPPORT (TYP.) - 4*J y COVER PLATE 31 . /16" (SHAPE SHOWN �' TOP OF BASE Crimp Connector COVER LIP PLATE LID HOOK COURSE (TYP.) (SEE NOTE 3) a a ----- --------------------- I z LID �O�O�O q I HOOK O I (TYP) - - SEE ,� NOTE 7 r d C I I b Q a i-- ---- a '' }} w W F N O x z 1 W 1 O m w 3 (SEE NOTE 6) to CRUSHED SURFACING (BASE E COURSE OR TOP COURSE) - PER w STANDARD SPECIFICATION 9-03.9(3) N = H APVC ® GRS CONDUIT UIT - SECTION AO O3 Equipment Bonding 10 Jumper (See Note 6) SHEAR)STUDI(TYP.) ANCHOR BOA 39820 ® See Contract for conduit WELDED WIRE Ess 1 S T� �Gti size and number FABRIC (TYP.) ZONAL F' w o (WWF) 4x4-W2.9xW2.9 �e LU O p J V m C0 �m iLL z O c � a N Q 1 (6 GAGE) (SEE NOTE 10) Bailey, led Apr 25 2016 U2 AM 2 � WELDED WIRE HOOP U a'' MIN 3 (TYP.) W2.9 (6 GAGE) LOCKING LID STANDARD `= (SEE NOTE 10) DUTY JUNCTION BOX off° TYPES 1 & 2 STANDARD PLAN J-40.10-04 o SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff eQ2L�ZC6LtP1L, Apr 282016 3:12 PM SECTION - STATE DESIGN ENGINEER 7 Washington State Department of Transportation (CONDUITS NOT SHOWN) DATE REVISION BY DATE DESIGNED BY MRW 05/12/2022 Oj RECORD DRAWINGS KLW 8/27/2024 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 J W Y J TOP OF _L"I'l-__�, Z POLE IWi 1/4" (IN) WEEP HOLE m 1/4" (IN) z WEEP HOLE BELOW MATCHLINE- SEE DETAILS ❑ o ON PEDESTRIAN SIGNAL HEAD ro WITH TYPE D MOUNT MATCHLINE J TYPE C MOUNT PLACEMENT 1" (IN) 9„ DIAMETER HOLE (TYP.) TAPERED STEEL SHAFT o� 1 -1 I- c 9" (IN) DIAMETER - - BOLT CIRCLE 3/4" (IN) STEEL PLATE 1/8 3116 BASE PLATE DETAIL INSTALL ROSETTE IF 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 �'"�`'J 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 SLIP FITTER 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. When: 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 1/4" (IN) STAINLESS STEEL HEX NUT (SEE NOTE 2) POLE WALL STAINLESS STEEL WASHERS (TYP.) ACCESSIBLE PEDESTRIAN 1/4" (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 CONNECTOR (TYP.) KNOCKOUT IS OPEN EQUIPMENT GROUNDING SUPPLEMENTAL GROUNDING CONDUCTOR CONDUCTOR GROUNDING CONNECTION JOSEP io GROUNDING CONNECTION � SEE DETAIL DETAIL ®� I# VASy�N /lam 1 ' HAND HOLE EQUIPMENT GROUNDING CONDUCTOR (SEE NOTE 6) SUPPLEMENTAL GROUNDING CONDUCTOR (SE NOTE 8) 1/4" (IN) WEEP TOP OF °' TOP OF HOLE SIDEWALK FOUNDATION LOCK NIPPLE 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 p 39B20 fkk -CISTQ- �ss10NAL F' uley'Ted Sun 26 2014 426 PM PEDESTRIAN SIGNAL STANDARD (TYPE PS) DETAILS STANDARD PLAN J-20.16-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION �. Jun 3020143:121'M - STATE DESIGN ENGINEER MAP 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 3/16" LID SUPPORT - L SHAPE SHOWN in 1 3/8" (IN) DIAM. HOLE 3/8" (IN) STEEL COVER PLATE - 318" (IN) STEEL - 3/8" (IN) STEEL (SEE NOTE 3) 3/16" 2" (IN) x 1/4" (IN) - 3 SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE GAGE STEEL SPACER O BOLT PLATE CHANNEL - 'i SEE DETAIL 3/8" (IN) STEEL 1/2 - 13 x 1 1/2 S. S. PENTA HEAD 3/16 (TYP.) COVER LIP PLATE BOLT AND 1/2" (IN) S. S. FLAT WASHER x TYP 1" (IN) ( J TMP') 3/16 3/16 1 1/2 1/8 d 3/16 1 ( BOLT PLATE CHANNEL - Cl) 5 } � � HORIZONTAL ONNTT AL 2" (IN) x 1/4" (IN) -- 3 GAGE LID SUPPORT - LID HOOK - 1" (IN) x 1/8 SEE DETAIL SLOT STEEL SPACER L SHAPE SHOWN 3/18 1" (IN) x 3116" (IN) ANGLE 3/16 71 -1/ o SLOTTED STEEL CHANNEL (SEE NOTE 3) d' (SEE 3 NOTE 6) 518" (IN) x 1" (IN) (TYP.) 3/16 a LID SUPPORT - 3/16 HORIZONTAL SLOT a d HEX COUPLING NUT WWF - WELDED L SHAPE SHOWN WWF - TIED IN 2 PLACES " TO LIP PLATE d LID BOLT DOWN o (SEE NOTE 3) TO EACH HEADED 1 5/8- (IN) SLOTTED S. S. ATTACHMENT TAB - 4 ANCHOR SHEAR STUD 3/16 3/16 CHANNEL WITH S. S. SEE DETAIL WELDED WIRE o� CHANNEL NUT AND SPRING WWF 4x4-W2.9xW2.9 (TYP.) P (TYP.) 4 HEX COUPLING NUT HOO DETAIL O W2.9 (6 GAGE) (6 GAGE) (SEE NOTE 10) 1 S. S. 5/16-NC x 7/8" (IN) WITH (SEE NOTE 10) S. S. 5/16-NC x 3/4" (IN) BOLT ALTERNATIVE 1 SHOWN SECTION O 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 WELDED TO LIP PLATE LID SUPPORT - 1/4" LID LIFTING NOTCH DETAIL E L SHAPE SHOWN ALTERNATIVE 1 (SEE NOTE 3) 3/16" 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) S. S. FLAT WASHER 1 3/8" (IN) DIAM. HOLE 2" 9!1 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 - 1/8 BOLT PLATE CHANNEL - = SHOWN CUT AWAY FOR CLARITY A SEE DETAIL - i 5/8" (IN) x 1" IN 3/16 1 1/2 (TYP-) T P) 3116 1 1/2 7/16" (IN) x ! ^ VERTICAL WWF - TIED IN 2 d 3 (SEE NOTE 6) 3/16 SLOT M - --- -- _ SLOT PLACES TO HEADED LID SUPPORT - L SHAPE ANCHOR SHEAR STUD d m SHOWN (SEE NOTE 3) 9/16" (IN) WWF 04-W2.9xW2.9 1 a EXPOSE LID BOLT DOWN N DIAM. HOLE (TYP.) (6 GAGE) a a BOLT DOWN SUPPORT ANGLE TO ATTACH (SEE NOTE 10) ATTACHMENT TAB - --- ALTERNATIVE 2 LID BOLT DOWN 112" (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x HEX COUPLING NUT SEE DETAIL 3112. ANGLE ATTACHMENT TAB ( 1/4" (IN) ANGLE 3!8" (IN) x 3" (IN) S. S. 5116-NC x 7/8" (IN) WITH HEADED ANCHOR S. S. 5116-NC x 3/4" (IN) BOLT & THREE LID BOLT DOWN SUPPORT 7/16" (IN) x 3/4" (IN) SLOT SHEAR STUD - EACH S. S. 5/16" (IN) FLAT WASHERS ANGLE - 2" (IN) x 2" (IN) x BOLT PLATE CHANNEL WELDED TO 114" (IN) ANGLE 1/2" (IN) S. S. HEX NUT LIP PLATE LID BOLT DOWN SUPPORT ANGLE - 1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE DETAIL F O ALTERNATIVE 2 SHOWN 1/8 (TYP.) JOSEpy DETAIL OE PERSPECTIVE VIEW ®�L OQ WASy,N ALTERNATIVE 2 SHOWN ALTERNATIVE 2 1/2 - 13 x 1 1/2 S. S. PENTA LID BOLT DOWN ATTACHMENT TAB HEAD BOLT AND 1/2" (IN) S. S. i �7 FLAT WASHER (SEE NOTE 12) a 'C 3/16" 1 1/8" (IN) x 2" (IN) I 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 112" (IN) S. S. FLAT WASHER COVER LIP PLATE VERTICAL SLOT O y 39B20 �v (TYP) 3/8" (IN) STEEL COVER 1/8" (IN) x 3/4" (IN) ALA ,G'1 STBR� 1� 3/16 _ PLATE -SHOWN CUT STEEL ANGLE 1/4" (IN) STEEL PLATE s's 0NA L ' AWAY FOR CLARITY c`J� I E 1/8 - (TYP.) 1/4" IN STEEL 3/16 `v ( ) Bailey, lea tt ' _ PLATE Apr252016933AM 3l16 1 1/2 1/6" (I") x 3/4" (I") LOCKING LID STANDARD" 3116 11/2 STEEL ANGLE LID SUPPORT a' 33/4" 1/8 DUTY JUNCTION BOX WWF TIED IN 2 -� m a L SHAPE SHOWN `v " PLACES -HEADED ad 3/16 1/8" (IN) x 3/4" (SEE NOTE 3) (IN) �,� ANCHOR SHEAR STUD p ANGLE (TYP.) TYPES 1 & 2 1/4" (IN) STEEL PLATE STANDARD PLAN J-40.10-04 WWF 4x4-W2.9xW2.9 d .a �� 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 RADIUS (SEE NOTE 10) (SEE NOTE 3) 1/8" (IN) x 3/4" (IN) STEEL APPROVED FOR PUBLICATION ANGLE -• RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3/4" (IN) STEEL /�/ Carpenter, Jeff3/8" (IN) x 3" (IN) SHOWN, MIRROR IMAGE HEX NUT ANGLE - MIRROR IMAGE &1#,ers _1 fiW Apr2920163 12 PM HEADED ANCHOR DETAIL OF FOR LEFT ANGLE FOR LEFT ANGLE SHEAR STUD- DETAIL AML O ALTERNATIVE STATE DESIGN ENGINEER ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB WELDED TO T Washington State Department of Transportation LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) -" CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. transpogroup AVF 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-420009 Call before you dig. GMD RENTON 52038 1/sTERti°�ti� o�e< CITY OF RENTON MAY 2022 NAL obh1�� AS-BUILTS TRAFFIC SIGNAL DETAILS TSO4 SHEET 8 OF 10 SHEETS C:) 0 N 1 T 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, BOX SHEET 2 see Standard Plan J-50.15. CONDUIT d CONDUIT p SEE ENTRANCE SAWCUT Q 2. For Sections A, B, C, and D, DETAIL - THIS SHEET (TYP.) EDGE OF SHOULDER see Standard Plan J-50.15. D 3. All of the loop lead-in wires shall LEAD-IN SAWCUTS EDGE OF LANE return to the Junction BOX (TYP.) SHOULDER w C 4. For additional Induction Loop Details, 0 3 D w C 3 0" see Standard Plan J-50.15. 10-1 a - -- -- ----- -- -- -- -- - -- -- ---(TYP-)-- uJ a - - -- -- -- w---------- -- -- ---------------------- -- -- -- -- (TYP.)------ Z L*i -r- Z = SEE ENTRANCE w SAWCUT DETAIL Z z N > THIS SHEET (TYP.) � o CIRCULAR SAWCUT (TYP.) ¢ - ------------------------------------------------ 2: ------------------------------------------------------------------- 0 B A Z B A g w -- --- - - - - -- -- ------------ - - - - -w - -Zc� 6'- 0" DIAM. (TYP.) _ - - - - - - - - - - - - - - - - - - - - - - - - - 6'- 0" DIAM. (TYP.) g CIRCULAR j SAWCUT (TYP.) U. 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 PLAN ENTRANCE SAWCUT DETAIL 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 \ a. BOX R 'CONDUIT J EDGE OF - -- SHOULDE Xo /SEE STUB -OUT CONDUIT PLACEMENT DETAILS, SHEET 3 ii EDGE OF ¢ C j LANE LOOP STUB -OUT SLEEVE - SEE STUB -OUT CONDUIT r SEE LOOP INSTALLATION PLACEMENT DETAILS - SHEET 3 1 12" APPROX. FILL WITH SEALANT (PER CONTRACT OR AS 1/2" (IN) APPROVED BY THE SAWCUTS Z ENGINEER) CONDUIT 1/2" (IN) SAWCUT fO i---------------- TO LOOPS ------------------- = " �� SAW CUT EXISTING PAVEMENT -TO JUNCTION BOX ;- /, (WIDTH EQUAL TO STUB -OUT SLEEVE DIAMETER PLUS 2" (IN)) Z EDGE OF PAVED SHOULDER, 2 OR BARRIER OR EDGE to 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 DETAIL "A" LEAD-IN SAWCUTS - AS REQUIRED ____1E JUNCTION ___-- Box O A- Q o �- CONDUIT a EDGE ¢ SHOULD ER D C SEE STUB -OUT CONDUIT EDGE OF PLACEMENT DETAILS - SHEET 3 Ir- LANE DETAIL "B" SAWCUTS �LIN7' WASy�N�% �0 48821AI S T BR�� 'V1®NAL t Jackson, Flint - Jul 31 2019 4:13 PM cosign TYPE 3 INDUCTION LOOP STANDARD PLAN J-50.12-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Road;_Ste- g 7 2019 1 1:55 AM co-vg� _ STATE DESIGN ENGINEER Washington State Department of Transportation LOOP INSTALLATION NOTES 1. Install the Junction Box and the stub -out conduit with Sch. 80 PVC stub -out 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 cracksrJoints in road, when possible. Maintain 18" (in) minimum clearance from manholes and valve boxes. 3. The opening around the loop stub shall be patched with matching paving material if opened larger than PVC sleeve + 2" (in). 4. Sawcut the loop slots and the lead-in slots. Wash/dry cuts. File edges to remove burr of all saw -cuts into stub out sleeve. 5. Lay out the loop wire starting at the Junction Box, allowing 5' (ft) minimum slack. 6. Install the wire in the loop slot as shown. 7. Finish laying out the wire at the Junction Box and identify the leads with the loop number, the "S" for start and the "F" for the finish, the loop series number, and the loop lead-in conductor number. 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- 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. See Standard Plan J-50.05 for Loop Splice details. 11. All loop circuits shall be tested per Standard Specification Section 8-20.3(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) 4� separation between parallel cuts or joints. �� pV WASyi,(c��d9� 14. The loop stub -out sleeve shall have an inside diameter 1" (in) larger than E-I _ _ 1-1 the outside diameter of the End Bell Bushing. Sleeve shall be notched �0 39e20 5/8" (in) to 3/4" (in) to accommodate '��r JP'fe1STVW loop wires. Plug conduit and fill G s�jONAL �� sleeve with sand until[ loops are installed to keep out Hot Asphalt during paving operations. Bailey Ted Jul 18 2017 9:57 AM aadgn INDUCTION LOOP DETAILS STANDARD PLAN J-50.15-01 SHEET 2 OF 3 SHEETS APPROVED FOR PUBLICATION 111 . 11212017812 AM _ STATE DESIGN ENGINEER Washington State Department or Transportation DATE REVISION BY DATE DESIGNED BY MRW 05/12/2022 Oj RECORD DRAWINGS KLW 8/27/2024 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 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. Fill the conduit 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 SS WIDE 1 SAWCUT 1/2I _ WIDE /� SAWCUT `/ OR LEVELING COURSE OF NEW PAVEMENT "LENGINEER) densityfill. II. See Standard Specifications Section 2-09.3(1)E. 2. Minor Regional variations are allowed in the soft pocket closure. Consult with the Engineer or see 2" (IN) LONG HIGH TEMP x =1 ¢ O w 2" (IN) LONG HIGH TEMP x ¢ OO w 2" (IN) LONG HIGH TEMP j w the Contract for additional requirements. BACKER ROD @ 24" (IN) CTRS. t- ¢ BACKER ROD U 2 3 rJ F- w BACKER ROD 0 f 1- w 3. Conductors shall be snugto the bottom of the ¢ J x U Z 24- @ (IN) CTRS. (n N t ¢ = O @ 24" (IN) CTRS. ¢ v, M , ¢ a O sawcut. High temperature backer rod shall be O a. Co o a a Z o o z a Z snug to the conductors and sides of cut. wco = w a � o Z o Z 4. Fill the sealant to within 1/8" (in) to 3/16" (in) from O N w ❑ a = 1- w 2 LOOP LEAD-IN WIRES, • w x w g to of saw cut. P LOOP WIRE - • w v LOOP LEAD-IN WIRE - • • a w w TWISTED PAIRS - U • • o a F a w w O 5. See Standard Plan J-40.10 for additional Junction MAX. 4 WIRES ONE TWISTED PAIR MAX. 3 PAIRS Box details. r - 6. See Standard Plan J-50.05 for splice details. er- I 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 CSTC,SAND OR CONTROLLED DENSITY FILL SEE PVC CONDUIT SIZING TABLE �� L SECTION O TRENCH WIDTH - SEE STD. SPEC. 8-20.3(5) SPLICE - SEE NOTE 6 MATCH EXISTING PAVING MATERIAL nI TO CABINET CONDUIT �••,�a-000 - 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 LOOP LEAD -IN WIRES - SAWCUT F TWISTED PAIR DETECTOR LEAD-IN CABLE CRUSHED SURFACING JUNCTION BOX PLACEMENT SEE NOTE 5 PVC CONDUIT SIZING TABLE LOOP LEAD PAIRS 1-4 5-10 11 - 16 17 - 22 23 - 28 NUMBER AND SIZE OF CONDUITS 1-21, 2-2" 3-2" 4-2" 3-3" OADD 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) 1' - 0" APPROX. SAND C ry iv EXISTING O w LL PAVEMENT JOSEpt, - �� CONDUIT END BELL �� SEAL WITH oY Wesy�4cTo BUSHING,CT N W SOFT 5 WA z ¢ POCKET CSTC, SAND E� 'z A OR CONTROLLED a DENSITY FILL �0 fD 0 o d 39820 �Cf iv O LOOP LEAD-IN WIRES- c� STS ~ TWISTED PAIR ss1ONALCONDU�1yG IT LEAD-IN I 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 ( E) ,fir 15e Jul 18 2017 9:57 AM {j _8n INDUCTION LOOP DETAILS STANDARD PLAN J-50.15-01 SHEET 1 OF 3 SHEETS APPROVED FOR PUBLICATION 1u12120178 IZ AM _ STATE DESIGN ENGINEER Washington State Department or Transportation GUARDRAIL WITH POST SIDEWALK CEMENT CONCRETE CURB OR GUTTER AND BLOCK SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB OR GUTTER 12" LOOP STUB -OUT SLEEVE (1/4" (IN) TO 1/2" (IN) I SEE STANDARD PLAN F-10.12 o ' BELOW TOP OF PAVEMENT) o ' •' D v • • 12. LOOP STUB -OUT SLEEVE 1/4" (IN) TO 1/2" (IN) a , D BELOW TOP OF PAVEMENT) D ' I 1 4j t t LEAD-IN CONDUIT SHALL EXTEND A MINIMUM OF 3/4- (IN) INTO PAVEMENT 1 i (PAVEMENT DEPTH VARIES) I I LEAD-IN CONDUIT SHALL EXTEND A MINIMUM OF 3/4" (IN) INTO PAVEMENT CONDUIT SECURED INTO I (PAVEMENT DEPTH VARIES) ROAD SURFACE (TYP.) z CONDUIT SECURED INTO N 2 N ROAD SURFACE (TYP.) TO JUNCTION BOX f TO JUNCTION BOX STUB -OUT DETAIL WITH CEMENT CONCRETE CURB OR GUTTER CEMENT CONCRETE BARRIER - SINGLE SLOPE BARRIER SHOWN SEE CONTRACT PLANS FOR SIZE AND TYPE STUB -OUT DETAIL WITH GUARDRAIL AND CURB EDGE OF PAVED 72" LOOP STUB -OUT SLEEVE 1/4" (IN) TO 1/2" (IN) 12" LOOP STUB -OUT SLEEVE 1/4" (IN) TO 1/2" (IN) SHOULDER BELOW TOP OF PAVEMENT) BELOW TOP OF PAVEMENT) -- - `v --------------- 1'1 I 1 1 i LEAD-IN CONDUIT SHALL EXTEND A i i LEAD-IN CONDUIT SHALL EXTEND A 1 MINIMUM OF 3/4" (IN) INTO PAVEMENT I I MINIMUM OF 3/4" (IN) INTO PAVEMENT (PAVEMENT DEPTH VARIES) (PAVEMENT DEPTH VARIES) Z CONDUIT SECURED INTO `v ? CONDUIT SECURED INTO CN ROAD SURFACE (TYP.) `1 ROAD SURFACE (TYP.) TO JUNCTION BOX / TO JUNCTION BOX / STUB -OUT DETAIL / STUBOUT CONDUIT PLACEMENT DETAILS STUB -OUT DETAIL WITH WITH ROADWAY CEMENT CONCRETE BARRIER CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. transpogroup AVF WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 JosEp�, of WAS11, 7 F 5 � 9A �O 39820 'c4 ,t�s FBI STeR �03 S1ONAL naile 2Ted 017 Jul ,e , 9:57 AM INDUCTION LOOP DETAILS STANDARD PLAN J-50.15.01 SHEET 3 OF 3 SHEETS APPROVED FOR PUBLICATION Grprna . Wr ✓�� -i 2 1.1212017812AM S STATE DESIGN ENGINEER Washington State Department or Transportation • Know what's below. T-420010 Call before you dig. GMD RENTON 52038 /ISTERti°�ti� o�e< CITY OF RENTON MAY 2022 NAL obh1�� AS-BUILTS TRAFFIC SIGNAL DETAILS TS05 SHEET 9 OF 10 SHEETS 0 0 N T 1 W w x 0 ILL m O U KEY 1 CENTER PIPE 3 SIDE MOUNT 11 CHASE NIPPLE 4 TYPE A - PEDESTRIAN 12 NIPPLE TYPE H - VEHICLE ® SERRATED ELBOW 13 0 SERRATED OR FLANGED ELBOW © REAMED TEE WITH SET SCREW O7 REAMED ELBOW WITH SET SCREW BRONZE TERMINAL COMPARTMENT WITH: 0 •GASKETED COVER •FASTENERS • WIRE LEADS • MOUNTING SADDLE FOR SIDE MOUNTS ON ROUNDIfAPERED POLES - OMIT SADDLE ON 2 MULTI -SIDED POLES j • 1/4" (IN) DIAM. DRAIN HOLE • 12-POSITION TERMINAL STRIP • WIREWAY FOR SIDE MOUNTS BRONZE COLLAR - 4 1/4" (IN) I.D. OFFSET OPENING W/SET SCREWS t' 10 ORNAMENT CAP 11 NEOPRENE GASKET 1 12 WASHER 13 CONDUIT LOCKNUT 14 TYPE E HINGE CLAMSHELL MOUNT - LEFT OR RIGHT, SEE CONTRACT 15 FASTENER WITH SPACER - • 1/2" (IN) LAG SCREWS ON WOOD POLE 9 • 1/2" (IN) BOLTS TAPPED TO METAL POLE &FLATHEAD SOCKET BOLT 17 1/2" (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 20 SIGNAL HEAD WITH BACKPLATE 21 FIELD DRILL POLE AND INSERT AN INSULINER TOP MOUNT OR SIMILAR DEVICE TO PROTECT CONDUCTORS 2© SIMILAR TO ( WITH BRONZE INTEGRAL COLLAR TYPE D - PEDESTRIAN - OFFSET BRONZE COLLAR TO FRONT (23 1/2" (IN) DIAM. x 3" (IN) LONG BOLT WITH WASHER OR VEHICLE (SHOWN) - OFFSET BRONZE COLLAR TO BACK 1j)#4-,,, L J J w ❑ ❑ J z W 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. <t 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. OF�WdSy�Nc� �O .9 39820 �ssIONAL ai ey, Ted ,6 Jul 8 2015 3:09 PM SICaNAL HiAD MOUNTIN�a DETAILS - POLE AND POST TOP MOUNTINGS STANDARD PLAN J-75.10-02 SHEET 1 OF 1 SHEET APPROVED FOR�UBLICATIPNtf 41 arpenter, e Z:L-f,Jul 10 2015 7:19 AM _ STATE DESIGN ENGINEER T Washington State Department of Transportation TOP OF POST ivI 3" (IN) PIPE CAP NOTES 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. f 2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA GROUNDING CONNECTION sEEDETAIL L CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to the PPB post height to _ accommodate plaque and leave a 2" (in) space between signs. ACCESSIBLE PEDESTRIAN o 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. A E; 5. Supplemental Grounding Conductor shall be non -insulated #4 AWG stranded copper and shall be clamped to vertical rebar N a Ji with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to pole grounding stud with a full N FIELD DRILL AND TAP FOR z circle crimp -on connector (crimped with a manufacturer recommended crimper). 1/4-20 THREAD BOLT TYP.) _------- - w 6. Two button installation may require adaptor(s). I� 7„ - - - -- - - - OF PUSHBUTTON PIPE CAP 1/8 1/2" (IN) STEEL - - - - - - - 114" (IN) STEEL TOP OF POST STAINLESS STEEL PLATE PLATE 1 1/2" (IN) DIAM. FLAT WASHER (TYP.) 5/8" IN DIAM. 5/8" (IN) DIAM. HOLE SQUARE HOLE (TYP.) - - 5/8" (IN) DIAM. HOLE (TYP.) °r° PLAN VIEW © z HOLE - - 6" (IN) DIAM. O W © 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 CHAMFER Q _ CONDUCTOR AND FULL CIRCLE L ( STEEL HEX NU)STAINLESS NUTS IN) DIAM. (TYP) 1 # 4 (TYP.) - - a BOLT CIRCLE © O CRIMP -ON CONNECTOR -CRIMPED FINISHED 3 9/16" IN DIAM. 3" IN STEEL PIPE = 3" (IN) STEEL PIPE WITH A MANUFACTURER'S 1 1/2" ( ) ( ) (SCHEDULE 40) RECOMMENDED CRIMPER GRADE CLR. HOLE (SCHEDULE 40) GROUNDING CONNECTION DETAIL ANCHOR BOLT TEMPLATE * WELD STUD TO POLE WALL TO MAXIMUM EXTENT BASE PLATE DETAIL - r POSSIBLE - 1/2" (IN) MINIMUM WELD TOP OF EQUIPMENT EQUIPMENT GROUNDING CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS SIDEWALK GROUNDING CONDUCTOR BASE PLATE ASSEMBLY - N o I I CONDUCTOR 1/2" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH 1/2" (IN) FLAT WASHER, TWO EACH REQUIRED PER 3/16 ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE II TOP OF NUT OR 5/8" (IN) MAXIMUM (TYP.) 2 1/2" (IN) CLR. a JOINT FILLER PREMOLDED 1/2" (IN) STEEL BASE PLATE M ° (TYP.) PREM . � 0 1/2" (IN) BASE PLATE - SEE DETAIL :T�. ° GROUT PAD -INSTALL II I 2 # 4 (TYP.) AFTER B 3/8" IN DRAIN TUBE '-i 1/8 =i STANDARD MBING -I" ( ) _ s rr " ANCHOR BOLT TEMPLATE ASSEMBLY TOP OF CURB • ' ANCHOR BOLT TEMPLATE - TWO REQUIRED 2 (C STUBOUT LONG VLINg CONDUIT COUPLING - INSTALL o ° _ PVC 0� 1/2" (IN) x 24" (IN) FULL THREAD ANCHOR y_=WAS FLUSH WITH TOP OF FOUNDATION. BOLTS - FOUR REQUIRED ' : (DO NOT GLUE PVC STUBOUT) ����� \ lNc�o �7- h Iv 1 1/2" CLR. TOP OF SECTION O V (IN) DIAMETER 1/2" (IN) DIAM. STEEL HEAVY HEX NUTS - SIDEWALK 0 ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT f (TYP.) In:a Z 4 14Z FLAT WASHERS - FOUR II 1 1' _6" REQUIRED PER ANCHOR BOLT � II ® y 48e21 O w� SQUARE °PREJOINT rOFILDLERCID 10 AL FAG SECTION OA o �i ANCHOR BOLT TEMPLATE ASSEMBLY -;4 hd2) 2019254PM / (2) # 4 (TYP.) 2 1/2" CLR. (TYP.) 1'-6" REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. SECTN. 9-07.1(2) FOR BENDING DIAMETERS 135• HOOK O (TYP.) 1' - 6" o #4 O #4 DIMENSIONS ARE OUT TO OUT ACCESSIBLE PEDESTRIANS # 4 (TYPJ PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 CID 1" (IN) DIAMETER + SHEET 1 OF 2 SHEETS ELECTRICAL APPROVED FOR PUBLICATION CONDUIT Roark, Ste°e 6" 1'- 6" Jul 31 2019 12:14 PM _ STATE DESIGN ENGINEER ELEVATION Washington State Department of Transportation TYPE PPB STANDARD DETAILS PERSPECTIVE VIEW 7 DATE REVISION BY DATE DESIGNED BY MRW 05/12/2022 Oj RECORD DRAWINGS KLW 8/27/2024 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 8" TYPE PS POLE -DETAIL P+ar ra swq A K B 1/8" t ASTM A-36 3/8" TOP PLATE DETAIL 05.0 (a 0 3.0 Detail i ASTM A-36 FIXED BASE PLATE DETAIL 10.0 06.0 F 10.0 I� G' REINFORCED HAND HOLE WITH COVER i 6.0 I i 4.0 Detail ii MARK ITEM TYPE PS A HEIGHT 8'-0" B POLE BASE DIA 6" C POLE TAPER 0.14/17T D PLATE THICKNESS 5/8" E PLATE WIDTH 10"x 10" F HOLE DIA I" x 3" G BOLT CIRCLE 8"41" I SLIP FITTER 4" I.D. K HAND HOLE SIZE 4" x 6" L 31" A36 TOP PLATE 5" OD x 3"TD Detall u E - D I _ ASTM A-595 ROUND TAPERED STEEL POLE SHAFT ANCHOR BOLTS F1554GR55-GALV ALL HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A-123 POLE SHOULD BE POWDER COATED AS PER RAL 9005 HAMMER FINISH -JET BLACK FOUNDATION AS PER WSDOT STD PLAN J-21.10-04 PUBLIC WORKS 8• TYPE PS POLE eau. rlac� - aoa DEPARTMENT FC G � i i6 a'. J J 0 ❑ z X T 6" (IN) DIAMETER HOLLOW IN �� • �(• CENTER OF GROUT PAD 1� m O 0 z ®#a O • a p �3 #4 • 0 0 • Is 2 1/2" CLR. (TYP.) 2'-0" SQUARE PLAN VIEW 91, FOUNDATION DETAILS 1" (IN) DIAMETER HOLE (TYP.) TYPE PS OR TYPE 1 SIGNAL POLE m 9" (IN) DIAMETER 1/8 BOLT CIRCLE 3/16 ©#4 (TYP.) #4 REINFORCING STEEL QUANTITIES LIST MARK 3� ® ( QTY. 3 2 3 7 3/4" (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6" (IN) BASE PLATE DETAIL 1" (IN) DIAMETER 1/4" (IN) STEEL HOLE (TYP.) �- PLATE 1 1/2" 1 1/2" 9" (IN) DIAMETER �- BOLT CIRCLE ANCHOR BOLT TEMPLATE REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETER 135' I I HOOK - (TYP.) 135° HOOK #4 O (TYP.) #4 2'- 7" 3' _ 2" 0 #4 #4 DIMENSIONS ARE OUT TO OUT CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 POLE AND ALL RELATED HARDWARE/ COMPONENTS SHALL BE LUMINAIRE, MOUNTING, SHROUD AND ARM PER PAINTED RAIL 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 r f TRAFFIC CONTROL DEVICES (MUTCD) 2. VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTED TRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL 2 3 VISORS SHALL BE PAINTED TRAFFIC YELLOW, INSIDE OF VISOR SHALL BE PAINTED FLAT BLACK 3. ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5 INCH, 0.058 INCH MIN. THICKNESS, ALUMINUM BACK I PLATES WITH 1 INCH RETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF BACK PLATES SHALL BE PAINTED FLAT BLACK, BACK OF BACK PLATES SHALL BE PAINTED TRAFFIC YELLOW 4. BACK OF MAST ARM AND POLE MOUNTED SIGNS, AND ALL MOUNTING HARDWARE SHALL BE PAINTED FLAT BLACK 5. SIGNAL POLES SHALL INCLUDE ANCHOR BOLT COVERS 6. TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER, OR SIDEWALK, WHICHEVER IS HIGHEST 7. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139 �B8 2 3 4 2 3 k B2 B1 1 �5 Wj: B3 87 b B6 B10 B11 B9 b b c a a -------------------a O a SIGNAL HEAD DISPLAY VERTICAL CLEARANCE TO ROADWAY a POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL OR BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED e STRUCTURAL ENGINEER 2 MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY h THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS 9 SHALL EXTEND ABOVE THE TOP OF THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT = TO ACCOMMODATE ANCHOR BOLT COVER = iv %" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE 45' 6 2 3 ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION a i ROADWAY CURB OR EDGE OF SHOULDER LIMITS OF VERTICAL CLEARANCE REQUIREMENTS % NOTES TYPE II, III & SO SIGNAL STANDARDS L FOUNDATION PER O 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 LEGEND WSDOT STANDARD SECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M a. VEHICLE DISPLAY 9. PEDESTRIAN DISPLAY PLAN J-26.10 AND MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. J-26.15. SPECIAL b. MAST ARM MOUNTED SIGN h. TERMINAL CABINET DESIGN REQUIRED O FIELD INSTALLED. IF ALLOWABLE C. STREET NAME SIGN i. APS PUSH BUTTON LATERAL BEARING OLOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC d. PRE-EMPT DETECTOR j. HANDHOLE PRESSURE IS LESS WORKSITRANSPORTATION ENGINEERING PRIOR TO INSTALLATION. THAN 1,000 PSF OR e. POST MOUNTED SIGN k. VIDEO DETECTION CAMERA AS NOTED IN O VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE f. LUMINAIRE I. PTZ CAMERA WSDOT STANDARD DOES NOT EXIST PLANS `�v o TYPE II, III, & SD SIGNAL POLE - 140 PUBLIC WORKS ELEVATION EPEP r8B813�1FD96B449D. DEPARTMENT iStuC11�1/5/2020 FN�O DATE HORIZONTAL DISTANCE FROM STOP LINE TO SIGNAL HEAD MIN. I MAX. 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.T 20.8' GROUNDING CONNECTION - R SEE STANDARD PLAN J-20.20 EQUIPMENT GROUNDING CONDUCTOR SUPPLEMENTAL GROUNDING BASE PLATE ASSEMBLY - CONDUCTOR (SEE NOTE 5) 3/4" (IN) DIAMETER STEEL HEAVY HEX NUT, 3/4" (IN) STEEL BASE PLATE - SEE DETAIL WITH FLAT WASHER, TWO EACH REQ'D Y PER ANCHOR BOLT - MINIMUM OF GROUT PAD - INSTALL AFTER TWO THREADS ABOVE TOP OF NUT PLUMBING STANDARD OR 5/8" (IN) MAXIMUM (TYP.) 3/8" (IN) I.D. DRAIN TUBE LEVELING NUT (TYP.) G IN GROUT PAD g # 4 2" (IN) LONG PVC STUBOUT 3/4" (IN) CHAMFER (TYP.) _-, _ 1 FINISHED GRADE 1" TO 2" TOP OF FOUNDATION - "r" FLUSH WITH SIDEWALK io TOP OF SIDEWALK 6" (IN) DIAM. HOLLOW IN CENTER OF 12 1/2" CLR. O GROUT PAD 'r - -- _ PREMOLDED --__ r-�i�-;�-' J JOINT FILLER SUPPLEMENTAL GROUNDING ACCESSIBLE PEDESTRIAN CONDUCTOR CLAMP SIGNAL (APS) ASSEMBLY (SEE NOTE 5) I l I TYPE PS OR ©# 4 TYPE 1 SIGNAL POLE � ANCHOR BOLT (TYPE 1 SHOWN) b I ELECTRICAL CONDUIT - SEE o CONTRACT FOR DIAMETER ------------ --- - SECTION O a0 KEY NOTE HAND HOLE CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF O FOUNDATION. (DO NOT GLUE PVC STUBOUT) � ®#4 PREMOLDED M JOINT FILLER N a% - v ` TOP OF CURB f TOP OF FOUNDATION D I; # 4 .17 - O ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ° I - o I co ANCHOR BOLT TEMPLATE ASSEMBLY ° o ANCHOR BOLT TEMPLATE - TWO REQUIRED 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR 2 1/2" CLR. N BOLT - FOUR REQUIRED 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - (TYP,) 2' - 0" O FOUR REQUIRED PER ANCHOR BOLT SQUARE PERSPECTIVE VIEW FLAT WASHERS - ELEVATION FOUR REQUIRED PER ANCHOR BOLT FOUNDATION DETAIL TYPE 1 SIGNAL STANDARD DETAILS transpogroulo A9F WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 1 12 � VLgN7° tiv���P�� OF�dSHINco'���® 48821 FBI S T gRF' BSI®NAL ,lackso , Ilinl t 920192s4eM ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Roark, Steve Jul 31 20I9 12:14 PM _ STATE DESIGN ENGINEER Washington State Department of Transportation -„ T-420011 GMD RENTON Know what's b@IOW. Call before you dig. 52038 sTERti°�ti� o�e< CITY OF RENTON MAY 2022 'NAL AS-BUILTS TRAFFIC SIGNAL DETAILS TS06 SHEET 10 OF 10 SHEETS