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HomeMy WebLinkAboutTRO4103243.2a A z 0 E- r a o z .0 .0 H Z3 p U F_ w a c- cL Q Nto U ` z o II z j V W G w c>= n cL <C �J >- M z 0 V) Lug cr iv h UL LI5TED PER STANDARD 4506 SUITABLE FOR USE AS SERVICE ENTERANCE EQUIPMENT MEETS EU5ERG/P5E SPEC, 0,188 WALL BRACKET ALUM. ALLOY 6063—T6 1 /2" BNC LOCKBOLT GR. 18— 8 S.S.— FLUSH JOINT --®--- 4-1 /2" O.D. 151 HANDHOLE. 4%6" OPENING W/COVER AND S.S. SCREWS -- --- BASE FLANGE ALLOY 356—T6 WITH BOLT COVERS & S.S. SCREWS 11" TO 12" DIA. 2aa 41 299 � 8 91 1 6 ao 1 90 /2Ao VAC. COMPONENT5CHEC)ULE METE. 100 AMP, 4 JAIIJ, AW #114TB, SAFETY 5OC1FT TYPE, 5TP JAW AT 3.00 P051TION ` C01\,TR» lC°TOR TO VERIFY UIITW SERVINI IIT11-!TY) PANEL50ARD. 120/240 VAC, 100 AMP, 1 PHASE, 3 U1IRE, COPPER LLIEST!NGqOlJ5F BAB BOLT -ON BREAKERS; - 1-I00/2 MAIN -20/2 ILLUMINATION 5RAN^P1 1-50/1 SIGNAL 5RANCP 1-15/1 CONTROL CKT 5RANC14 14'0/1 GROUND FAULT RECEPTACLE BRANCH CONTACTOR., 9 IGWITING RATED, 30 AMP: 4 POLE, 120 VAC COIL, 5Q D #61WDPA34Vr02Ul. TEWIN1A1- BLOCK TO REMOTE PNOTO E1 ECTRIC CEt-1 P�0Tr GEL! BYPFS 51 1TC�1; I 5T, 15 AMP, 271 \/Af7, (6 I GROUND FAQ _T RECEPTACLE, 120 VAC, Du!::q,-EX, 20p- INET;NEMA 3R, PADMOUNT, all GA . EGALVANI7ED STEED. CONSTRUCTION, 2 SCREENED AND GASKE I ED VENT5 100OR& PEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE) STAINLESS STEEL \vAULT 44ANDLE6, FALL'IBI METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR !*015HED WIRE GLA66 Vl NDOU IN METER DOOR CL05ED CELL NEOPRENE ENE GASKET., CARD 1-IOLDER FIN1514. POLYESTER POIIIDER COAT, ALUMINUM 1-IT, IDE, WHITE INSIDE SERVICE CABINET FOR STREET CONTROL & TRAFFIC SIGNAL ADOPTED CITY OF RENT ION ♦, �1+ ��® STANDARD PLANS o� LST DATE: 06/25/03 N DWG. NAME: JR— SP POGO: SIZE AS REQUIRED 4-1/2" —J O,D. 2" N.P.S. SLIPFITTER 5'-9" RADIUS BOLT CIRCLE--�----- 4 1 /2" OF BOLT ABOVE 4" CONCRETE PAD - — FINISHED GRADE (4) 1" BNC GALV. STEEL a O ANCHOR BOLTS WITH a 4° NUTS AND WASHERS——. a _1 4" 2® TYPICAL DESIGN `B' JUNCTION BOX STANDARD 25 FOOT DAVIT POLE Y �p ADOPTED V� CITY OF RENTON STANDARD PLANS 0 LST DATE: 10/30/96 DWG, NAME: JR-01 SP PAGE: J002 lr' • 2" MIN, GROUT UNDER POLE BASE 5"� - mm . �. TYP, CONICPAD ---------_ --_------- — - I I � U i ui cn I a I _ ------ —.—_....------ — ata R/W LINE SIDEWALK CURB � ROADWAY b CURB SIDEWALK R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN- VIEW MIME TAPERED ALUM. POLE `T' WALL ALLOY 6063--T6 SATIN GROUND FINISH HANDHOLE 4"x6" OPENING W/COVER & S.S. SCREWS GROUND LUG INSIDE POLE INSIDE POLE 1,-6„ I STREET LIGHT CONDUIT —J TRENCH DEPTH 24" I ALTERNATE STREET CIROSS SECTION 2' TO 4' OVERHANG mSL' 2' TO 4' „ OVERHANG 1 -2 I 3,-6„ .H FACE OF CURB TO `SL' R W CENTER OF POLE I ROADWAY —SIDEWALK 0 r� PLANTER STRIP STREET LIGHT CONDUIT TRENCH DEPTH 24" TYPICAL STREET LIGHT 1�' 96 REFORMAT TO 11-xl7- DCV DIRT 11 /92 TYP. STREET LIGHT FDN, LOCATION BCA �..1 DATE REVISION BY APPR'D FOUNDATION LOCATION LIGHT BASE AND JUNCTION BOX LOCATIONS \� Y-, ADOPTED G ` CITY OF RENTON �jl STANDARD PLANS F N 0 LST DATE: 12/96 DWG. NAME. JR-35 SP PAGE: JO14 LIGHTING STANDARD 8c JUNCTION BOX -TO LUMINAIRE — 7'— o /---4 Gov°0 ov ® ®ov 1 /4" MINIMUM ®�o/ d ov ®o v ° �v ®® b DRAIN HOLE / °°®® v p ®� o °°q ®v It> v v Q 0 0 1 0 �, p ! ®® o °� ! 0 6 z e o 3' I I 0 \ 0 I�I 0 I TOP OF CONCRETE FOUNDATION TO 4 ® 0 p ®% BE LEVEL WITH TOP OF SIDEWALK p�'�dDo ap d o p o ®0° ° I I 0 e OR CURB, 0� r� b ° ® v �v ®b ®va STREET LIGHT POLE ® ®d 0 r� o ® 4" DEEP 0 ®v� ® r -1 P� o I I vo JUNCTION BOX PLAN VIEW SIDE VIEW INDIVIDUAL JUI`\ICTION BOX NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD M_ IIb.z t� ? II II °o U 0 SYTEMNDUIT 4 II II LLa:�j A ® 13 ®° 1' 0 ®o ®v v v P CONCRETE _ TYPICAL LIGHTING UNDERGROUND SYSTEM FOUNDATION -�Y-_ o ADOPTED PLAN VIEW 1' CITY OF RENTON—� 3' SQ. OR DI A. STANDARD PIANS CONCRETE PAD DETAILS — ----- E` N j O LIST DATE: 12/96 e y ADOPTED �? CITY OF RENTON DATE REVISION BY APPR D DWG, NAME. JR-06 SP PAGE: J007 + !� . �j; STANDARD PLANS F' N O Lei' DATE: 10/30/96 DATE REVISION BY APPR'C DWG, NAME: JR-07 SP PAGE: J008 I IT, r J � _ DEPARTMENT QF PUBLIC WORKS O� WAtS//A- "c,ZENGINEER: STREET LIGHTING DETAILS ""',, ,•4�� ER ENGINEERINGSUNSET T .�' 9419 ...70L1th 204th Place DESIGNED: JJJ � DATE: FILE NAME: FC 1 STEi�E ���� — Z 2 /1 D �05 ti Ken t, WA. 980 1 DRAWN: ANAL � � SCALE: FIELD BOOK: PAGE: J�J [ �xPIREs: �o�/2aos Phone No. (253) 850-09,34 CHECKED: -- Na REVISION BY APPR. DATE Fox No. (253) 850-- 0155 APPROVED: SHEET: 1 2- OF: 12 DIRECTOR OF PUBLIC WORKS SCANNED OCT 2 8 20 -;,-= 3z.41-30e RECOMMENDED FOR APPROVAL BY. --�_ DATE.• DATE: BY. DATE: BY- DATE: