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Home My WebLink AboutT-346206o �- 6: o 1 Z �. 0) O Z O .m lil d O tg/I U � U LO 2 :3 a U D7 N d C CC ES f� m w m w to a z r 0 x w o: x z r tad UG. Zz Z W Zo W ° a O z �z�a� �C w 11100 J m m �� C U ( J Ste° U) W -I- (�} af U) 0 W 3: __j o r o d Lo W 4TH m o 0 ~ �' Lo ; u- IMPROVEMENTS GROUND WIFE d- I U � U LO 2 :3 a U D7 N d C CC ES f� m w m w to a z r 0 x w o: x z r tad UG. Zz Z W Zo W ° a O z �z�a� TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE 3' -0 I I— V -6" MIN. 0 Tp04P0. L J_J FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD 11 3' -0" -I 4"� pa ao o naoao a o a :A I I L - - - -J FRONT VIEW I— 3 -O' oA a oo >o mo ma 00000° mol o °e0 e0 _I SIDE VIEW WALGREENS NORTHWEST J/, NORTHWEST 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON TYPICAL JUNCTION BOX "C" CONCRETE PAD 1 r 4' -0" I-3 -0° TYPICAL CONCRETE PAD DETAILS $" T na a ao a„°ooa Aou �o oao " o aovoaOa, a ao Una aob O p oo eA nanmo° ADOPTED L — — — — — — J L_ — — —) CITY OF RENTON FRONT VIEW SIDE VIEW „p ® _ Standard Plans LST DATE- 4/04 DATE REVISION BY jA P PR'D DING. NAME: J015 SP PAGE: J015 S: \OPROTO \RENTON \BRH \JR -36A W . .... I3 w a o d: cV B� ;�O O U m m' m' t1 O• Q w 00 00 00 00 CL Iw x - ® t( mo I- N W cA M 00 1'- cl- m CL m Lo I 1''J F-= 65 Q 00 to CQ v� fx -� ' to z c1~ ® ..,I Z O 1< 00 a, v J m m m m Ste° U) a z U) NE 4TH STREET u- IMPROVEMENTS GROUND WIFE I PLAN TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE 3' -0 I I— V -6" MIN. 0 Tp04P0. L J_J FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD 11 3' -0" -I 4"� pa ao o naoao a o a :A I I L - - - -J FRONT VIEW I— 3 -O' oA a oo >o mo ma 00000° mol o °e0 e0 _I SIDE VIEW WALGREENS NORTHWEST J/, NORTHWEST 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON TYPICAL JUNCTION BOX "C" CONCRETE PAD 1 r 4' -0" I-3 -0° TYPICAL CONCRETE PAD DETAILS $" T na a ao a„°ooa Aou �o oao " o aovoaOa, a ao Una aob O p oo eA nanmo° ADOPTED L — — — — — — J L_ — — —) CITY OF RENTON FRONT VIEW SIDE VIEW „p ® _ Standard Plans LST DATE- 4/04 DATE REVISION BY jA P PR'D DING. NAME: J015 SP PAGE: J015 S: \OPROTO \RENTON \BRH \JR -36A W . .... I3 w a o d: cV B� ;�O O U m m' m' t1 O• Q w 00 00 00 00 CL Iw x - ® t( mo I- N W cA M 00 1'- cl- m CL m Lo I 1''J F-= 65 Q 00 to CQ v� fx -� ' to z c1~ ® ..,I Z O 1< 00 a, v a®m0W 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 1/2 BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 4 -1/2" O.D. TAPERED ALUM. POLE 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH — SIZE AS REQUIRED 8 "� 4 -1/2" 2" N.P.S. O.D. SLIPFITTER 5' -9" RADIUS 18' -3" 23' -3" 28' -3" 33' -3" SHAFT 2' 25' -0" 30' -0" 35' -0" 40' -0" 151 HANDHOLE 4 "x6" OPENING W /COVER AND S.S. SCREWS 8" O.D. BASE FLANGE ALLOY 356 -T6 WITH - GROUND LUG BOLT COVERS & S.S. SCREWS V -6" �11 -1/4" SO. 11" TO 12" DIA. BOLT CIRCLE STANDARD 25 40 FOOT DAVIT POLE 4" CONCRETE PAD FINISH D GRADE BOLT ABOVE (4) 1" x42" BNC GALV. STEEL ° �� Y �} ADOPTED ANCHOR BOLTS WITH NUTS G 'n CITY OF RENTON AND WASHERS ♦ + 4" a Standard plans Q LST DATE: 10/30/96 06/25/03 ,REVISED LABEL JA CH DATE REVISION BY APPR' DWG. NAME: JR -01 SP PAGE: J002 LIGHTING STANDARD & JUNCTION BOX 7' O , 0 Ov aO/ flb, \pvpa0 41 AV40 70 to Ad f 9 R—o" o v 1 44o ° b \ op6 y ° i a --- prT ° STREET LIGH T POLE —i 1' I SIDE VIEW 4" DEEP INDIVIDUAL JUNCTION BOX 0 too v 0 v NOTE: CLASS 'B' CONCRETE TO BE USED IN D CONSTRUCTION OF PAD >00< pAo ao p CONCRETE PAD DETAILS A 1, v v p ADOPTED 1> CITY OF MWON PLAN VIEW Standard plans LST DATE: 4104 DATE I REVISION I BY APPR DWG NAME: JOOB SP PAGE: J008 FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL TYPICAL DESIGN "B" a dp a JUNCTION BOX �L GROUND LUG z SPLICE KITS _ CLEAR EPDXY SPLICE KITS ON ALL THRU 4SE'v'j, NflRE RUNS 2" MIN. GROUT a UNDER POLE Bpv 4" CONCRETE t ON PAD 5> 9" , t... J m m m m Ste° U) a z U) v Il�lii�r�l� M u- COPPER a®m0W 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 1/2 BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 4 -1/2" O.D. TAPERED ALUM. POLE 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH — SIZE AS REQUIRED 8 "� 4 -1/2" 2" N.P.S. O.D. SLIPFITTER 5' -9" RADIUS 18' -3" 23' -3" 28' -3" 33' -3" SHAFT 2' 25' -0" 30' -0" 35' -0" 40' -0" 151 HANDHOLE 4 "x6" OPENING W /COVER AND S.S. SCREWS 8" O.D. BASE FLANGE ALLOY 356 -T6 WITH - GROUND LUG BOLT COVERS & S.S. SCREWS V -6" �11 -1/4" SO. 11" TO 12" DIA. BOLT CIRCLE STANDARD 25 40 FOOT DAVIT POLE 4" CONCRETE PAD FINISH D GRADE BOLT ABOVE (4) 1" x42" BNC GALV. STEEL ° �� Y �} ADOPTED ANCHOR BOLTS WITH NUTS G 'n CITY OF RENTON AND WASHERS ♦ + 4" a Standard plans Q LST DATE: 10/30/96 06/25/03 ,REVISED LABEL JA CH DATE REVISION BY APPR' DWG. NAME: JR -01 SP PAGE: J002 LIGHTING STANDARD & JUNCTION BOX 7' O , 0 Ov aO/ flb, \pvpa0 41 AV40 70 to Ad f 9 R—o" o v 1 44o ° b \ op6 y ° i a --- prT ° STREET LIGH T POLE —i 1' I SIDE VIEW 4" DEEP INDIVIDUAL JUNCTION BOX 0 too v 0 v NOTE: CLASS 'B' CONCRETE TO BE USED IN D CONSTRUCTION OF PAD >00< pAo ao p CONCRETE PAD DETAILS A 1, v v p ADOPTED 1> CITY OF MWON PLAN VIEW Standard plans LST DATE: 4104 DATE I REVISION I BY APPR DWG NAME: JOOB SP PAGE: J008 FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL TYPICAL DESIGN "B" a dp a JUNCTION BOX �L GROUND LUG z SPLICE KITS _ CLEAR EPDXY SPLICE KITS ON ALL THRU 4SE'v'j, NflRE RUNS 2" MIN. GROUT a UNDER POLE Bpv 4" CONCRETE t ON PAD 5> 9" , t... 1 - #8 GROUND WIRE- 2-LIGHTING SYSTEM WIRES TO CONTACTOR - (SIZED AS REQ'D.) 5/8 "x8" COPPER -CLAD GROUND ROD 6' SIDEWALK 1.65' 1.5' 4' PLANTER ADA CLEARANCE 11 -1 /4" I LUMINAIRE POLE I SIDEWALK CURB BASE FLANGE -- < I I =1 I M I 1 =1 I I —I 11 -1 I I —I 11 -1 I I —III —I �I_I I I_I I II I I I I I_I I I_I -I _111=1 11— I I_ < 4 ► I 1 =1 11 =1 11 =I 11= III =1I 1 =I 1 111 I I 111 1 I I I I I� I I I I I� I I I I I{ I ILI I I I d 11 I —I 11- 111 -1 I M111 =1 11- d. I! -1 I !_! I I -1 I! -1 11 -1 11 -1 4 d d d 3' DIA. FOUNDATION ADA CLEARANCE DETAIL LL AdINAIRE NO. 1 AND NO. 2 — LOOKING NORTH NOT TO SCALE LUMINAIRE 1/4" MINIMUM DRAIN HOLE - TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP SIDEWALK OR CURB 1II1 =11f1= illy= 1111�I1II�III�IN �� I �� GROUND CLAMP o I, 4• A 4 PVC CONDUIT SYSTEM II n ° TYPICAL LIGHTING UNDERGROUND SYSTEM LL. O p d ADOPTED CONCRETE Cfff OF RUMN FOUNDATION I + I-- 3' SQ. OR DIA.� Isr standard 44/0 X1251 ! ADDED GROUND' VARE JA DWG. NAME: J007 SP PAGE: J007 DATE REVISION BY APPR RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date NE 4TH ST ILLUM SHEET 1L3 Il�lii�r�l� COPPER GROUND WIFE 1 - #8 GROUND WIRE- 2-LIGHTING SYSTEM WIRES TO CONTACTOR - (SIZED AS REQ'D.) 5/8 "x8" COPPER -CLAD GROUND ROD 6' SIDEWALK 1.65' 1.5' 4' PLANTER ADA CLEARANCE 11 -1 /4" I LUMINAIRE POLE I SIDEWALK CURB BASE FLANGE -- < I I =1 I M I 1 =1 I I —I 11 -1 I I —I 11 -1 I I —III —I �I_I I I_I I II I I I I I_I I I_I -I _111=1 11— I I_ < 4 ► I 1 =1 11 =1 11 =I 11= III =1I 1 =I 1 111 I I 111 1 I I I I I� I I I I I� I I I I I{ I ILI I I I d 11 I —I 11- 111 -1 I M111 =1 11- d. I! -1 I !_! I I -1 I! -1 11 -1 11 -1 4 d d d 3' DIA. FOUNDATION ADA CLEARANCE DETAIL LL AdINAIRE NO. 1 AND NO. 2 — LOOKING NORTH NOT TO SCALE LUMINAIRE 1/4" MINIMUM DRAIN HOLE - TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP SIDEWALK OR CURB 1II1 =11f1= illy= 1111�I1II�III�IN �� I �� GROUND CLAMP o I, 4• A 4 PVC CONDUIT SYSTEM II n ° TYPICAL LIGHTING UNDERGROUND SYSTEM LL. O p d ADOPTED CONCRETE Cfff OF RUMN FOUNDATION I + I-- 3' SQ. OR DIA.� Isr standard 44/0 X1251 ! ADDED GROUND' VARE JA DWG. NAME: J007 SP PAGE: J007 DATE REVISION BY APPR RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date NE 4TH ST ILLUM SHEET 1L3 Il�lii�r�l� 1 - #8 GROUND WIRE- 2-LIGHTING SYSTEM WIRES TO CONTACTOR - (SIZED AS REQ'D.) 5/8 "x8" COPPER -CLAD GROUND ROD 6' SIDEWALK 1.65' 1.5' 4' PLANTER ADA CLEARANCE 11 -1 /4" I LUMINAIRE POLE I SIDEWALK CURB BASE FLANGE -- < I I =1 I M I 1 =1 I I —I 11 -1 I I —I 11 -1 I I —III —I �I_I I I_I I II I I I I I_I I I_I -I _111=1 11— I I_ < 4 ► I 1 =1 11 =1 11 =I 11= III =1I 1 =I 1 111 I I 111 1 I I I I I� I I I I I� I I I I I{ I ILI I I I d 11 I —I 11- 111 -1 I M111 =1 11- d. I! -1 I !_! I I -1 I! -1 11 -1 11 -1 4 d d d 3' DIA. FOUNDATION ADA CLEARANCE DETAIL LL AdINAIRE NO. 1 AND NO. 2 — LOOKING NORTH NOT TO SCALE LUMINAIRE 1/4" MINIMUM DRAIN HOLE - TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP SIDEWALK OR CURB 1II1 =11f1= illy= 1111�I1II�III�IN �� I �� GROUND CLAMP o I, 4• A 4 PVC CONDUIT SYSTEM II n ° TYPICAL LIGHTING UNDERGROUND SYSTEM LL. O p d ADOPTED CONCRETE Cfff OF RUMN FOUNDATION I + I-- 3' SQ. OR DIA.� Isr standard 44/0 X1251 ! ADDED GROUND' VARE JA DWG. NAME: J007 SP PAGE: J007 DATE REVISION BY APPR RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date NE 4TH ST ILLUM SHEET 1L3