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HomeMy WebLinkAboutT-328402Iti M'1 O r O CI N N -- SIZE AS •- REQUIRED 0.188 WALL BRACKET 8 20 ALUM. ALLOY 6063 - T6 F?,4C1 2„ N.P.S. SLIPF ITTER 1 /2" BNC LOCKBOLT ADIUS GR. 18- 8 S.S. _ FLUSH JOINT - �-- .r' 7 FUSE KITS � 4 -1 2 0. D. QUICK DISCONNECT �`— 10 AMP IN LINE FUSE TO LUMINAIRE Q KITS - S.E.C. OR EQUAL R/W LINE SIDEWALK CURB 10' UTILITY EASEMENT CROADWAY R/W 10' CURB SIDEWALK R/W LINE 1' -2 L " TYPICAL DESIGN "B" 10' MIN. JUNCTION BOX 1 4" MINIMUM CLEARANCE FROM DRIVEWAY 2' TO 4' TAPERED ALUM. POLE / OVERHANG 0.188 WALL ALLOY 6063 -TU7 SPLICE KITS GROUND LUG DRAIN HOLE ,ALTERNATE PLAN VIEW , CLEAR EPDXY SPLICE 0 ip SATIN GROUND FINISH 6.5 H 25 -p KITS ON ALL THRU MIN. GROUT TOP OF CONCRETE , � �= 18' -3" WIRE RUNS UNDER POLE OUNDATION TO SL 4 CONCRETE BASE E LEVEL WITH W ? SHAFT PAD —� OF SIDEWALK FACE OF CURB TO I m `� i 9" Illl� i �.I �. r �. H 25' R/W LINE SIDEWALK CURB 10' UTILITY EASEMENT CROADWAY R/W 10' CURB SIDEWALK R/W LINE 1' -2 L " TYPICAL DESIGN "B" 10' MIN. JUNCTION BOX 1 4" MINIMUM CLEARANCE FROM DRIVEWAY 2' TO 4' TAPERED ALUM. POLE / OVERHANG 0.188 WALL ALLOY 6063 -TU7 SPLICE KITS GROUND LUG DRAIN HOLE ,ALTERNATE PLAN VIEW , CLEAR EPDXY SPLICE 0 ip SATIN GROUND FINISH 6.5 H 25 -p KITS ON ALL THRU MIN. GROUT TOP OF CONCRETE , � �= 18' -3" WIRE RUNS UNDER POLE OUNDATION TO SL 4 CONCRETE BASE E LEVEL WITH W ? SHAFT PAD —� OF SIDEWALK FACE OF CURB TO I V Vf\GLIV I►-- ,,n „ , --wi -^��i, „ �, ROUND WIRE .' 1111= 2' TO 4' TAPERED ALUM. POLE 151 HANDHOLE. 4x6 OPENING GROUND 'T' WALL ALLOY 6063 -T6 OVERHANG W /COVER AND S.S. SCREWS 8" O -D- CLAMP SATIN GROUND FINISH 4 'H' STREET LIGHT CONDUIT HANDHOLE 4 "x6" TRENCH DEPTH 24 A FLANGE ALLOY 356 -T6 WITH GROUND UG 2- (SIZED AS REQ'D) PVC CONDUIT 'SL' BOLT COVERS & S.S. SCREWS 1,_�„ LIGHTING SYSTEM SYSTEM OPENING W /COVER --�-I I� -11 -1 4" WIRES TO CONTACTOR & S.S. SCREWS. TYPICAL STREET LIGHT / SQ. CONCRETE CAL S EE GROUND LUG 0 11 " TO 12" DIA. 5/8 "x8, FOUNDATION 3, SQ INSIDE POLE FOUNDATION LOCATION a--+- o BOLT CIRCLE 4 1 2" OF BOLT ABOVE COPPER -CLAD OR DIA. 1 -6 ° 4" CONCRETE PAD FIN GROUND ROD cn .� ., S ED GRADE: ; . . . - OE (4) 1 BNC GALV. STEEL F F- �Q ANCHOR BOLTS WITH 4' 'NUTS AND WASHERS �. STREET LIGHT • �w 4 CONDUIT TRENCH DEPTH 24" W ALTERNATE STREET CROSS SECTION v cE (MODIFIED) STANDARD 25 FOOT DAVIT POLE TYPICAL LIGHTING UNDERGROUND SYSTEM DE LIGHT BASE AND JUNCTION BOX LOCATIONS co. E N ADOPTED ADOPTED .�1 vl } ♦ CITY OF RENTON CITY OF RENTON � � ADOPTED CITY OF RENTON Standard plans ci Standard plans ♦ � * S andard lans LST DATE: 10/30/96 I.ST DATE: 12/9s P LST DATE: 12/96 DATE REVISION BY APPR DWG. NAME: JR -02 SP PAGE: J003 DATE REVISION BY APPR DWG. NAME: JR -06 SP PAGE: J007 DATE REVISION 8Y APPR DWG. NAME: JR -35 SP PAGE: JO 14 l 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS h © VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN DRY WEATHER 50 P OR ABOVE. CONCRETE PAD 7' -O" VARIABLE 3' -0„ � 1' -6" MIN. 2" NUMBERING EXAMPLES BRACKET CABLE 1 1' -6" 0 , 2 5 4„ o 3 6 . •. 4 7 .• r C 'do •o 8 io o '° *• a `• o b o 2" BY 3/4" LETTER LETTER • 40 REDUCING WASHER SUFFIXED PREFIXED FRONT VIEW SIDE VIEW CITY PUGET POWER _ OWNED OWNED � g � TYPICAL JUNCTION BOX B cuRe CONCRETE PAD RECOMMENDE FOR APPROVAL 0 < 3 4 R 0 M E X 3' - 0" i i►- 3, -0 " BY DATE 42-.20 -O.s CONNECTOR MOUNTING -�- q ° BY DATE o WITH LOCKNUT HEIGHT �F 3/4„ 15 FEET 450 BY DATE m TRAFFIC FRONT VIEW SIDE VIEW SINGLE OR DOUBLE MAST FLOW RECORD DOCUMENT ARM AS REQUIRED 13/4, -2 TYPICAL JUNCTION BOX "C" BY DATE PLAN VIEW CONCRETE PAD DECAL: ,� 4, _ 0„ �.—. 3' _ 0 „`..� 4 . o. . e. lop e.. .. o. . RELECTORIZED X , ~T y FOR DOUBLE (MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2 - 2 2 2N1 --3" z o BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES OR WHITE LEGEND V) ARE ON SAME CIRCUIT A0 �7 � ON > BACKGROUND ROUND FRONT VIEW SIDE VIEW 9 o v W 0'n fG►STERE. ASS/ NAL f•NG\ I t MAST ARM WIRING DETAIL EXPIRES 01,31,07 STREET LIGHT STANDARD TYPICAL CONCRETE PAD DETAILS STRAIN RELIEF DETAIL_ DECAL NUMBERING SYSTEM ADOPTED MERMAN TRAFFIC ENGINEERING CITY OF RENTON ADOPTED ADOPTED * + CITY OF REN'CUN CITY OF RENTON Standard laps + � '' * + 15324 Southeast 133rd Court, Renton, Washington 98059 P Standard plans LST DATE: 10/30/96 P Standard plans 425 -277 -1740 tel. 425 -277 -5718 fax hte @comcast.net o LST DATE: 12/96 LST DATE: 10/30/96 z DWG. NAME: JR -05 SP PAGE: J006 DWG. NAME: JR -09A SP PAGE: J009 DWG. AM R— 6A SP PAGE: 015 D NAME: J 3 J cno -r=- 32e•wo,2 0 SAY 011006 �l o$ N °a � W� 4 m `� 9" Illl� OR CURB. =1111 Ilil H 25' 30' 35' 1 40 CENTER OFF OLE SL 189-300 , » 23 -3 281-39P , n 33 -3 T 0.188 0.188 0.219 0.219 IIII .�I I =111 •--111 - 111 ---I �"D norrki _ II = 1111. =1111 1' -2'� V Vf\GLIV I►-- ,,n „ , --wi -^��i, „ �, ROUND WIRE .' 1111= 2' TO 4' TAPERED ALUM. POLE 151 HANDHOLE. 4x6 OPENING GROUND 'T' WALL ALLOY 6063 -T6 OVERHANG W /COVER AND S.S. SCREWS 8" O -D- CLAMP SATIN GROUND FINISH 4 'H' STREET LIGHT CONDUIT HANDHOLE 4 "x6" TRENCH DEPTH 24 A FLANGE ALLOY 356 -T6 WITH GROUND UG 2- (SIZED AS REQ'D) PVC CONDUIT 'SL' BOLT COVERS & S.S. SCREWS 1,_�„ LIGHTING SYSTEM SYSTEM OPENING W /COVER --�-I I� -11 -1 4" WIRES TO CONTACTOR & S.S. SCREWS. TYPICAL STREET LIGHT / SQ. CONCRETE CAL S EE GROUND LUG 0 11 " TO 12" DIA. 5/8 "x8, FOUNDATION 3, SQ INSIDE POLE FOUNDATION LOCATION a--+- o BOLT CIRCLE 4 1 2" OF BOLT ABOVE COPPER -CLAD OR DIA. 1 -6 ° 4" CONCRETE PAD FIN GROUND ROD cn .� ., S ED GRADE: ; . . . - OE (4) 1 BNC GALV. STEEL F F- �Q ANCHOR BOLTS WITH 4' 'NUTS AND WASHERS �. STREET LIGHT • �w 4 CONDUIT TRENCH DEPTH 24" W ALTERNATE STREET CROSS SECTION v cE (MODIFIED) STANDARD 25 FOOT DAVIT POLE TYPICAL LIGHTING UNDERGROUND SYSTEM DE LIGHT BASE AND JUNCTION BOX LOCATIONS co. E N ADOPTED ADOPTED .�1 vl } ♦ CITY OF RENTON CITY OF RENTON � � ADOPTED CITY OF RENTON Standard plans ci Standard plans ♦ � * S andard lans LST DATE: 10/30/96 I.ST DATE: 12/9s P LST DATE: 12/96 DATE REVISION BY APPR DWG. NAME: JR -02 SP PAGE: J003 DATE REVISION BY APPR DWG. NAME: JR -06 SP PAGE: J007 DATE REVISION 8Y APPR DWG. NAME: JR -35 SP PAGE: JO 14 l 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS h © VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN DRY WEATHER 50 P OR ABOVE. CONCRETE PAD 7' -O" VARIABLE 3' -0„ � 1' -6" MIN. 2" NUMBERING EXAMPLES BRACKET CABLE 1 1' -6" 0 , 2 5 4„ o 3 6 . •. 4 7 .• r C 'do •o 8 io o '° *• a `• o b o 2" BY 3/4" LETTER LETTER • 40 REDUCING WASHER SUFFIXED PREFIXED FRONT VIEW SIDE VIEW CITY PUGET POWER _ OWNED OWNED � g � TYPICAL JUNCTION BOX B cuRe CONCRETE PAD RECOMMENDE FOR APPROVAL 0 < 3 4 R 0 M E X 3' - 0" i i►- 3, -0 " BY DATE 42-.20 -O.s CONNECTOR MOUNTING -�- q ° BY DATE o WITH LOCKNUT HEIGHT �F 3/4„ 15 FEET 450 BY DATE m TRAFFIC FRONT VIEW SIDE VIEW SINGLE OR DOUBLE MAST FLOW RECORD DOCUMENT ARM AS REQUIRED 13/4, -2 TYPICAL JUNCTION BOX "C" BY DATE PLAN VIEW CONCRETE PAD DECAL: ,� 4, _ 0„ �.—. 3' _ 0 „`..� 4 . o. . e. lop e.. .. o. . RELECTORIZED X , ~T y FOR DOUBLE (MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2 - 2 2 2N1 --3" z o BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES OR WHITE LEGEND V) ARE ON SAME CIRCUIT A0 �7 � ON > BACKGROUND ROUND FRONT VIEW SIDE VIEW 9 o v W 0'n fG►STERE. ASS/ NAL f•NG\ I t MAST ARM WIRING DETAIL EXPIRES 01,31,07 STREET LIGHT STANDARD TYPICAL CONCRETE PAD DETAILS STRAIN RELIEF DETAIL_ DECAL NUMBERING SYSTEM ADOPTED MERMAN TRAFFIC ENGINEERING CITY OF RENTON ADOPTED ADOPTED * + CITY OF REN'CUN CITY OF RENTON Standard laps + � '' * + 15324 Southeast 133rd Court, Renton, Washington 98059 P Standard plans LST DATE: 10/30/96 P Standard plans 425 -277 -1740 tel. 425 -277 -5718 fax hte @comcast.net o LST DATE: 12/96 LST DATE: 10/30/96 z DWG. NAME: JR -05 SP PAGE: J006 DWG. NAME: JR -09A SP PAGE: J009 DWG. AM R— 6A SP PAGE: 015 D NAME: J 3 J cno -r=- 32e•wo,2 0 SAY 011006 �l o$ N °a � W� 4