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HomeMy WebLinkAboutT-3309020 °J a SIZE AS SIZE AS R W LINE TYP. CONC. PAD / e c a REQUIRED REQUIRED SIDEWALK a 0 -188 WALL BRACKET �I 8 20 0.188 WALL BRACKET -1 8" 20 CURB ALUM. ALLOY 6063 -T6 ALUM. ALLOY 6063 -T6 4 -1/2' 2" N.P.S- 4-1/2" 2" N.P.S. w BACK O.D. SLIPFITTER O.D. SLIPFITTER n BROADWAY OF SIDEWALK R/W > - 112" BNC LOCKBOLT 5' -9" RADIUS / GR. 18 -8 S.S. 1/2' BNC LOCKBOLT 5' 9" RADIUS GR. 18 -8 S.S. > o FLUSH JOINT 1' -2" P FLUSH JOINT V -2" of CURB C/) 4 -1/2" O.D. 4 -1/2" O.D. SIDEWALK OR/W LINE 1,_2,. j p W c:1 z TAPERED ALUM. POLE 0.188 WALL ALLOY 6063 -T6 TAPERED ALUM. POLE 0.188 WALL ALLOY 6063 -T6 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW 2' VERHANG VARIES w O Z SATIN GROUND FINISH 25' -0' 18' -3" SATIN GROUND FINISH 30' 0" 23• 3" H' 5' -7.5' SL' SHAFT SHAFT FACE OF CUF B TO H 25' 30' 35' 40' CENTER OF OLE 00 J SL 18' -3" 23' -3" 28' -3" '33' -3" J T 0.188 1 0.188 0.219 0.219 1' -2" r.;. W 151 HANDHOLE. 4"x6" OPENING W COVER AND S.S. SCREWS 8" O.D. / 151 HANDHOLE. 4"x6" OPENING W AND S.S. SCREWS 8" O.D. TAPERED ALUM: POLE 2' TO 4' 'T' WALL ALLOY. 6063 -T6 OVERHANG SATIN GROUN4. 1 =1NISH o ;;. � BASE FLANGE ALLOY 356 -T6 WITH GROUND UG /COVER. BASE FLANGE ALLOY 356 T6 WITH GROUND UG HANDHOLE 4 "z6" ,SL, STREET LIGHT CONDUIT TRENCH DEPTH 24" BOLT COVERS & S.S. SCREWS V -6•• BOLT COVERS & S.S. SCREWS �• 6., OPENING W /COVER -a 1-11-1/4" SQ. L --1`.1 1/4" SQ. & S.S. scREws GROUND LUG TYPICAL STREET LIGHT 11' TO 12" DIA. 11" TO 12" DA. INSIDE POLE FOUNDATION LOCATION o o� N V z y: 00 3 E BOLT CIRCLE 4 1/2' OF BOLT ABOVE 4" CONCRETE PAD FINISHED "GRADE (4) 1" BNC G.ALV. STEEL ' *,i BOLT CIRCLE' 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD %FINISHED GRADE (4) 1" BNC GALV. STEEL 1'.6" { i i o o\ I NOTE SIDEWALK LOCATED BEHIND LIGHT STANDARD NO. 2 Z ': ° -w ANCHOR BOLTS WITH NUTS AND WASHERS ANCHOR BOLTS WITH 4' NUTS AND WASHERS P STREET LIGHT CONDUIT TRENCH DEPTH 24" W as 4 ALTERNATE STREET CROSS SECTION CJ �o (MODIFIED) STANDARD 25 FOOT DAVIT POLE STANDARD 30 FOOT DAVIT POLE LIGHT BASE AND JUNCTION BOX LOCATIONS 'E ni �'. ADOPTED CITY OF RENTON + \ ADOPTED CITY OF RENTON. ; * \ ADDPTED RENTON + a� =■! Standard plans =�` Standard plans ±•` Standard plans NT LST DATE: 10/30/96 N LST DATE': 10 /30/96 D LST DATE: 12/96 ° DATE REVISION BY APPR' DWG. NAME: SP PAGE JO02 PATE REVISION BY APPR' DWG. NAME: JR -02 SP PAGE:JO03 DATE REVISION BY APPR DWG. NAME: JR-35 SP FACE: JO14 o 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS VERTICALLY. INSTALL DRY TYPICAL LIGHT BASE AND JUNCTION BOX r g IN WEATHER 50 OR ABOVE. CONCRETE PAD 7' -0" VARIABLE 3 -0 �1, -6,, MIN. 2" NUMBERING EXAMPLES 1' -6" BRACKET CABLE 1 P 0 0 `Y 2 5 1 1• 1' 3 6 C 8 4 T o . r TdRSS0407aw LETTER LETTER 2" BY 3/4„ REDUCING WASHER SUFFIXED PREFIXED CITY PUGET POWER FRONT VIEW SIDE VIEW x x ...OWNED `. OWNED RECOMMENDED FOR APPROVAL TYPICAL JUNCTION BOX "B" CONCRETE PAD a 6CURB BY DATE < 3/4° ROMEX CONNECTOR WITH LOCKNUT MOUNTING I F 4 „i1 3, 0., I'--3' 0 „�I . °......e...; A °. 8Y DATE o r a 3/4” HEIGHT 15 FEET 45' TRAFFIC FRONT VIEW SIDE VIEW BY DATE m RECORD DOCUMENT SINGLE OR DOUBLE MAST ARM AS REQUIRED C I1/4' -2„ PLAN ' VIEW TYPICAL JUNCTION BOX "C” CONCRETE PAD /� l . �-�� 2 -29 0 BY DATE 7 f' DECAL RELECTORIZED -212 2 1 4' -0" I- S-0" v 5 Z Z o FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN GOTHIC GOLD 239' 3" WHITE LEGEND Z BOTH LUMINAIRES ON BLACK 'P �Ej ARE ON SAME CIRCUIT BACKGROUND FRONT VIEW SIDE VIEW R W730 0 FSfclsreRCG\��, � IK S' 9'�1 oG MAST ARM WIRING DETAIL E.PRE= o,�N o7N TYPICAL CONCRETE PAD DETAILS STREET LIGHT STANDARD �oo STRAIN RELIEF DETAIL DECAL NUMBERING SYSTEM H E Y ADOPTED Y Y HERMAN TRAFFIC ENGINEERING (V _y �C CITY OF RENTON Standard plans T LST DATE: 10/30/96 ADOPTED CITY OF RENTON * .� i Standard plans NT LST DATE: 12/96 ADOPTED CITY OF RENTON + ,� + p�= Standard plans T LST DATE: 10/30/96 15324 Southeast 133rd Court, Renton, Washington 98059 9 425- 277 -1740 tel. 425- 277 -5718 fax hte @comcast.net o z UAlt I REVISION DWG. NAME: JR -05 SP PAGE: J006 DATE REVISION Y IAPPR DWG. NAME: JR -09A SP PAGE: J009 1 DATE REVISION TPY p DWG. NAME: JR -36A SP PAGE: J015 RO-L-,L .2 0 7' F R 3114�1.z