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Home My WebLink AboutT-410902N 0 0 0 O Q O 0 I T O rr I- EGA DocuSign Envelope ID: F41B6C7D-1A89-4D3E-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 SPLICE KITS CLEAR EPDXY SPLICE GROUND LUG - KITS ON ALL THRU WIRE RUNS--\ CONCRETE PAD OR SIDEWALK PER STD PLAN 120 24"(MIN) COVER #8 BARE COPPER GROUND WIRE 1 -#8 EQUIPMENT GROUND PVC CONDUIT 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 I 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. SECTION T T I.,� . u F-- �, 611 601 o ` ► z m LOAD _j 13" FOOTPRINT O i i IilDI AN MINI CO �`°�' fir- 11" � LUMINAIRE ELECTRICAL STD. PLAN PUBLIC WORKS WIRING SYSTEM - 119 DEPARTMENT �IGAZI EL 5/22/2019 STANDARD DRAWING - STD 119 THE METER DOOR IS REMOVABLE AND COMES STANDARD HINGED ON THE LEFT. HINGING ON THE RIGHT IS AVAILABLE AS A NO CHARGE OPTION 120/240VAC, 1 PHASE, 3 WIRE ��..x --❑.` PHOTO d 1 METER II ELECTRIC 1 EASE CELL TAT'NMI -N -�TEST i SWITCH I Fes. LI'fi. IYPICAI � �- GRT)UND a 1ADII RT IIJ III'. WTRLNG SCHEMATIC C)till I Y )MI4 )NI N I ',0ICL')1ILC AND I ABINI I 'IPl I.II IC:AITONS STANDARD DRAWING - STD 122.1 SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 454.769 FEET CITY OF RENTON BM 2110 1/8" BRASS PIN IN 3" CONC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 NOTES PER STANDARD PLAN 122.2 DocuSign Envelope ID: 5D308A1A-204D-48EB-BB23-8A2834BB565E DocuSign Envelope ID: 5D308A1A-204D48E8-BB23-8A2834BB565E 7'-0" V-6" 1'-6" 3'-0" V-6" V-0„ LUMINAIRE POLE JUNCTION BOX LUMINAIRE POLE JUNCTION BOX CONCRETE PAD CONCRETE SIDEWALK PLAN VIEW PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE LUMINAIRE POLE CONCRETE PAD CONCRETE SIDEWALK PER STD PLAN 102 4" JUNCTION BOX JUNCTION BOX _r��LUMINAIRE CONCRETE - --- -ILUMINAIRE CONCRETE FOUNDATION FOUNDATION SIDE VIEW SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL LUMINAIRE WITH SIDEWALK 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 -O" CONCRETE PAD 1'-0" JUNCTION BOX PLAN VIEW 4" -f CONCRETE PAD JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX PAD DETAIL tiSY o LUMINAIRE CONCRETE PUBLIC WORKS PAD/SIDEWALK AND DEPARTMENT JUNCTION BOX CONCRETE PAD �FN'tO$ STANDARD DRAWING - STD 120 COMPONENT SCHEDULE O METERBASE: 200 AMP. 4 JAW. B-LINO U264. MANUAL BY-PASS, W/ 5TT' JAW AT 9:00 POSITION 2O PANELBOARD: 120.140 VAC. 100 ANIP COI EICS� WIRE, 12 CKT MAIN BREAKER: 100 =NMP FRAME, 100 NNIP -RR F . _N real§'2lili I OK ATC BOLT -ON BRANCH BREAKERS. E ATON TY?E B_A3 2 20e2ILLUMINATION BRAN CHA3;B 1 204 ITS BRANCH 1 20 1 CONTROL CKT BRANCH 1 20 1 GROUND FAULT RECEPTACLE BP -,,,NTH 3 - 20A SPARE BRANCH CONTACTOR: NENIA LIGHTING RATED. 30A, 4 POLE. 12a S _ - SQD #8910DPA34V02. 1- REQUIRED 0 PHOTO CELL: PHOTO ELECTRIC CELL 13t+; R'ATT -7ES-UL MOUNTED INSIDE CABIN -ET BEHIND WIRECLAS_S 1:=' 5o PHOTO -CELL BYPASS SWITCH. SPDT, 15 ANIP. _ AC 6o GROUND FAULT RECEPT 4CLF:20 AMP; 126 l-.XC, D_"_ 7N CABINET: NEMA 3R. PADMOUNT 1 S ALLMINUM I 1132 C0N :_ 2 SCREENED AND GASKET D X" N 5 DOORS: HEAVY DUTS HINGES ILTFT O STAINLESS STEEL \_ALLT FLAN-DLE ' J "BEST" CX LOCK ON DISTRrB-, TION DL IL+2 WINDOW I\ METERDOOR_ CLOSED C-LL \ -=N __L CARD HOLDER FINISH: MILL FINISH ALUMINUM NOTE: 1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE SERVICE CABINET NOTES - STD. PLAN - 122.2 „�.°TI• PUBLIC WORKS A ROVED: DEPARTMENT GAZ 3/13/2019 1 DATE CONSULTANT MAINLAND ENGINEERING DESIGN CORPORATION UNIT 206 8363 128TH STREET 3• SURREY, B.C. V3W 4G1 2• 1- TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM NO STANDARD DRAWING - STD 122.2 INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50° F OR ABOVE R NUMBERING EXAMPLES LJ LwL- CURB LLJ z TnRuAMC CD FLOW FLOW PLAN VIEW DocuSign Envelope 10: 5D308A1A-204D-48E8-BB23-8A2834BB565E CONDUIT ENTRANCE AREA Ca0 6 a PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET J, �IJ -GRADE LEVEL FRONT VIEW SIDE VIFW ELECTRICAL SERVICE CABINET FOUNDATION LED TYPE WATTAGE FOR STD PLAN 117.1 FOR STD PLAN 116.1,1172,117.4 3/4" TO 211 U 88" CD 00 r, N N FO ll 2 _1 DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND STREET LIGHT STANDARD STD. PLAN- 121 PUBLIC WORKS DECAL NUMBERING SYSTEM A PROV DEPARTMENT OA -SHIM TO PLUMB SEE NOTE 3 4 HOOPS 4 BAR E.AC CORNER " Z6 M11PJ TO 2 3/ 8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH V 6" 2„ V 6" _ cn - - - gH #4 EAR EACH CORNER 00'c J 1 PLAN VIEW CCN-ROLLER CABINET =OUNDATION NOIFS PFR SID PIAN IM6. Y CABINET FOUNDATION t O STD. PLAN - 126-1 G^ PUBLIC WORKS DETAILS [_Q�OVED DEPARTMENT3/13/2019 1 t1 �O DATE STANDARD DRAWING - STD 126.1 SURVEYED: SURVEYED DESIGNED: ISSUED FOR REVIEW SGC 2022/12/02 AB RM ISSUED FOR REVIEW SGC 2021 /04/14 AB DRAWN: MK ISSUED FOR REVIEW MK 2020/06/19 AB CHECKED: RM REVISION BY DATE APPR APPROVED: AB SCALE: N,T,S, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE, 1988 HORIZONTAL: NAD 1983/1991 DATUM 1�* STANDARD DRAWING - STD 121 DocuSign Envelope ID: 5D30aAIA-204D-48E8-BB23-8A2834BB56SE norEs 1 WHERE FOI INDATION 'AT IS LCC..AT Fl \41TFIN A SIOFWAI C, CONS -RI Ir:T PAD TO' FLUSH YATH SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. MOJNT TOP S+ALL BE FINISFED BY A CCNCREIE CONTRACTOR AND SHALL NEET THE REOIIINEMENTS OF SECTION 8-14.3 IN TFE WSDOT STANDARD SPEC FICATIONS. 2. PAD MCUN- DESIGN IS TYPICAL. 3. PLACE A SILICONE SEAL EETWEEN THE FOUNDATION AND CABINET. 4. ANCHOR BOLTS AND THEIR SPACNC TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO TFE ENGINEER FOR APPROVAL. 5 CCNDUI SIZES; OUANTIHES FCR THE CONTROLLER AND CONTAC-OR CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2' SPARE CAPPED OUT PAST THE FOUNDATION. 6. CCNCRETE CLASS PER S-D PLAN 135. 1. 2' CDNOUII SHALL UL ILAULD I a.OM IIIL COMOINLC UUS/,D IACIUR TO THE CONTROLLER CABINET. P.. EACH CABINET SHALL HAVE A )C DIAMETER PLASTIC DRAIN PIPE. 9. LOCATE CONDO TS C-NTRALLY WTH N TIE CABINETS. 10. 1I111 ALL I IRLLOMB C.D AR'._ 10 UL IN AND SPACE FOUNDATION RE USED ALLOWS, A COMBINED FOUNDATION SHALL 3E USED. 11, WOODEN SHIMS SHALL IJCT EE USED 12. GROUNDING SHALL BE PER WSDOT STANDARD FLAN J 60.05. SHEET 3, SHIM TO PLUMB - SIM TO PLUMB V'HlE SEE NOTE 3- NOTE 3 4 HOOPS SHIM TO PLUM3 EQUAL SP/`.C=S) SEE NOTE 3 +I II IIIII 2 ` / �6MIN Li \ Li i TO 2' J \ FRONT VIEW 5 - #4 IILINI ONCING CAR (LCUAL SPAL:LS) 3 8" DIAMETER PLASTIC DRAIN (ONE PER CABINET) SEE NOTE 5 (\Y / Y SEE NOTE 7 i 3=R PLASTIC CRAW SEE NOTE 5 SEE NOTE - quaL m+ - - I oA N 0 N O O u O Ln 0 0 0 0 .k I ,G HOR ZONTAL /1 -I COMBINED FOUNDATION REINF. 3AR DIAGRAM / 6 PIECES / EL -q4 HOOPS 3 - $4 REINFORCING BAR �EOUAL SPACES) CBB51 ONTROLLER CON CABINET CABINET 10" WIDTH 5.. 'WIDTH ,0" I I' L� PLAN VIEW 0 CCMBINED CONTRCI_LER/BBC/CONTAL'TOR FOJNDATION o CABINET FOUNDATION STD. PLAN - 126.2 PUBLIC WORKS DETAILS A VED: J J DEPARTMENT � 3/13/20191 4:1 T-410902 HE STANDARD DRAWING - STD 126.2 Sk G H y r,T W4sy�hy 41773 OF' RfCISIE?��i �aC 2C23-m-15 'D C TY OF RENTON Planning/Building/Public Works Dept. 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS z L_LJ O DEVELOPMENT ENGINEERING � TRANSPORTATION OPERATION � 0 Michael Sippo 03/30/2023 cbarnes 03/30/2023 Q 0-1 W DATE: F20GGK/12/02 0 MADUENO SHORT PEAT PAGE: 19805 108TH AVE SE, RENTON, WA 98055 DRAWING NO: 18 STREET FIGHTING STANDARD DETAILS SHEET: 18OF42