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Home My WebLink AboutT-400605O O r 0 I..L 0 Z m 0 O O O W 0 I C4 o f M Y Z in 0 0 C7 9 3 W o ul a o v= (n W Z LLJ ly 0 O U Z >_ O Z Q = Z_ m m J J m W W 0 O Z 0 n Z ; qa Y o w 0- a N 0 U Q CC CL CL Q Q TM M J J J m C/) (n (n Z O O Q w c17 c17 j j 12 w w O w [If U I— J J U � � Lu a U0U) FUSE KITS QUICK REFER TO WSDOT LOCKING DISCONNECT 10 AMP IN LINE LID STANDARD DUTY FUSE KITS S.E.C. OR EQUAL - JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J- 40.10 SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS — CONCRETE PAD OR SIDEWALK PER STD PLAN 120 24"(MIN) COVER # 8 BARE COPPER I GROUND WIRE GROUND LUG TO LUMINAIRE - #8GREEN INSULATED WIRE TO FIXTURE GROUND LUG II II II II GROUND II II CLAMP II II II 1 -# 8 EQUIPMENT GROUND PVC CONDUIT II II WIREW/GREEN INSULATION FROM SERVICE CABINET I I 2 - LIGHTING SYSTEM 5/8%8' COPPER CLAD WIRES TO CONTACTOR GROUND ROD SIZED AS REQ'D.) CRETE 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. Gti`� Y O ® PUBLIC WORKS DEPARTMENT LUMINAIRE ELECTRICAL WIRING SYSTEM 7'-0" V-6" 0 D i STD. PLAN - 119 A . PROVED: GAZ 3/13/2019 1 DATE DATE -0" -I [0, )OI I D LUMINAIRE POLE \\z JUNCTION BOX LUMINAIRE POLE JUNCTION BOX CONCRETE PAD CONCRETE SIDEWALK PLAN VIEW PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE CONCRETE PAD 4" JUNCnON BOX _ LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL LUMINAIRE POLE CONCRETE SIDEWALK PER STD PLAN 102 "-JUNCTION BOX LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE WITH SIDEWALK DETAIL GENERAL NOTES: 1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS D OUTSIDE OF SIDEWALK 2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL 1 - 0" BE PER STD PLAN 135 3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD CONCRETE PAD 1'-0" ELEVATION OR BOTTOM OF SIDEWALK ELEVATION PLAN VIEW JUNCTION BOX I 4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN 4" 5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES ONLY CONCRETE PAD JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX PAD DETAIL LUMINAIRE CONCRETE STD. PLAN - 120 PUBLIC WORKS DEPARTMENT PAD/ SIDEWALK AND A�P1�iwTED: v 19 I '�FNEo$ JUNCTION BOX CONCRETE PAD Gregg A ZImm�Frlr�/a 6C7AAn07RFRR4 5F... DATE rnnvv riI i WYE SPLICE SPLICE KIT FUSE KIT FUSE KIT & SPLICE KIT DETAILS �*0s�7 Y O�ADOPTED CITY OF RENTON BAR Standard plans N LST DATE: 1 1 /5/96 REVISION BY APPR'D DWG. NAME: JR-12 SP PAGE: JO13 DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E Z _ - Nzo �t R ,_ __ N �O W �� rU a sus — N W J C7 ~ a W u _ {w� �Z - !Z s 0 W {Q - Z IHy. _-- �J_ f Z W WL Of HOJ Q S <ul z W ---�—I�I I 1 Q oz:� W�� - r Ld z - W F � O i � f Z 0 U Ll1 O N- 4 LLI J LLJ I „ ; I ' { ••r �` I I 1 II --I'--------------' V r r Go V - A E- Z - � a 0 } y7- J T 0 r r j ! --- -- _ 3NI1 - �r T A A t Y Q SERVICE CABINET STD. PLAN - 122.1 PUBLIC WORKS i I'ROVFO DEPARTMENT GAZ 3/13/2019 1 D,, TE DocuSign Envelope ID 5D30BA1A-204D-48EB-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 TRANSPORTATION NOTES t®PUBLIC WORKS DEPARTMENT DocuSign Envelope ID: 5D308A1A- 204D- 48E8- BB23- 8A2834BB565E COMPONENT SCHEDULE lO METERBASE: 200 AMP. 4 JAW B- LINE U264, MANUAL BY-PASS, W/ 5TH JAW AT 9:00 POSITION O PANELBOARD: 120/ 240 VAC, 100 AMP COPPER BUS, 1 PHASE, 3 WIRE, 12 CKT MAIN BREAKER: 100 AMP FRAME, 100 AMP TRIP, EATON #BAB2100 10K AIC BOLT- ON BRANCH BREAKERS, EATON TYPE BAB 2- 20/2 ILLUMINATION BRANCH A & B 1- 20/1 ITS BRANCH 1- 20/ 1 CONTROL CKT BRANCH 1- 20/ 1 GROUND FAULT RECEPTACLE BRANCH 3- 20/ 1 SPARE BRANCH 3O CONTACTOR: NEMA LIGHTING RATED, 30A, 4 POLE, 120 VAC COIL, SQD # 891ODPA34VO2, 1- REQUIRED 4O PHOTO CELL: PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, TYCO #SST-IES-UL MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW O PHOTO- CELL BYPASS SWITCH, SPDT, 15 AMP, 277 VAC 6O GROUND FAULT RECEPTACLE: 20 AMP, 120 VAC, DUPLEX CABINET: NEMA 3R, PADMOUNT, 1/8" ALUMINUM 5052-H32 CONSTRUCTION 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY HINGES (LIF11FW TYPE), WELDED IN PLACE STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR "BEST" CX LOCK ON DISTRIBUTION DOOR, POLISHED WIRE GLASS WINDOW IN METER DOOR, CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: MILL FINISH ALUMINUM NOTE: 1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE 1't Y O PUBLIC WORKS i DEPARTMENT OQ W SO TlAffE'Apry -o TRA FF/C EXERTS FSS�GISTER��`'� 11410 NE 124th St., #590, Kirkland, WA 98034 ANAL Phone: 425.522.4118 Fax: 425.522.4311 5— 2-19 T-400605 R-400624 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE NDARDS TRANSPORTATION OPERATION nbarnes n5 1 d/POI 9 DATE DATE STD. PLAN - 135 E ROVED: jchavez 05/1 4/20y 9 " DATE AZ 3/13/2019 1 4 1 DATE DocuSign Envelope ID 5D308A1A-204D-48E8-BB23-8A2834BB565E CONDUI f ENTRANCE AREA PLAN VIEW SIZE TO FIT SIZE TO FIT CAB�N� CABINET C14, I I-c 6111 1'-0„ 1 I_0- -GRADE LEVEL _F ° • . A FRONT VIEW SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION SERVICE CABINET NOTES STD. PLAN - 122.2 ALTR VED. ° PUBLIC WORKS GAZ3/13/2019 1 ] Z DEPARTMENT DATE FN jO SHIM TO PLUMB El El 14- S#EE NOTE 3 ` TIT # HOOPS 4 BAR EAC i CORNER 6' 'MIN --- I --1" TO 2" 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH 1'-6" 1 2" V-6" r co 1 2 _ - - - F- - - #4 BAR EACH w } i �� I #4 CORNER J HOOPS aLi Li — IIII PLAN VIEW CONTROLLER CABINET FOUNDATION NOTES PER STD PLAN 126.2 CABINET FOUNDATION DETAILS 11 AJJP STD. PLAN - 126.1 ROVED: Z 3/13/2019 1 ] DATE Q Z W J L, r�l CVI �I O