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Home My WebLink AboutT-323202W C) O 0 . W J UL W 25' o � 4 SL W 23 -3 a 33- z 0.188 R/W LINE SIDEWALK CURB 10' UTILITY EASEMENT -� BROADWAY R W CURB SIDEWALK R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW H 1 25' o � 40' SL 18 -3 23 -3 a 33- T 0.188 R/W LINE SIDEWALK CURB 10' UTILITY EASEMENT -� BROADWAY R W CURB SIDEWALK R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW H 1 25' 30' 35' 40' SL 18 -3 23 -3 28 -3 33- T 0.188 0.188 0.219 0.219 w I NUMBERING EXAMPLES REQUIRED 0 188 WALL BRACKET TAPERED ALUM. POLE W - " 8 6 $TO WALL ALLOY 6063-T6 w LU UNDERGROUND SATIN GROUND FINISH C 8 19 SYSTEM HANDHOLE "x6" W 0 SUFFIXED PREFIXED OPENING W COVER do S.S. SC EWS. ONMEO POWER FLUSH JOINT 18w OW NED WWED �.. 1 LUG 13 u] JGROUND NSIDE POLE 12w C9 12 1'_s» Lid alt Frame Depth MOUNTING 5/16w SATIN GROUND FINISH HEIGHT DWG. NAME: JR -06 SP PAGE: J007 25 15 FEET 1 r -2w OVERHANG `H' �l I STREET LIGHT La W CONDUIT TRENCH DEPTH 24' � ALTERNATE STREET CROSS SECTION W In W W N Y 2" N.P.S. SLIPFlTTER BRACKET CABLE SINGLE OR DOUBLE MAST ARM AS R''" Ar% 6VERHANG 'Hr 7* 'SL' FACE OF CURB TO CENTER OF ROLE i I 5' I ._ •t 'SL' STREET LIGHT CONDUIT TRENCH DEPTH 24" TYPICAL STREET LIGHT FOUNDATION LOCATION L7W 2" BY 3/4" REDUCING WASHER 3/4' ROMEX CONNECTOR WITH LOCKNUT 3 40 . DR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST ARM WIRING DETAIL STRAIN RELIEF DETAIL ADOPTED an or a•cesw Standard plans LST DATE: 10/30/96 DWG. NAME: JR -05 SP PAGE: JOOB ra NORTNWEBT TRArrIC EXPERTS 10104 -1111h Ave. N.E., Kirkland, WAN= 01 i1 1e:425.522.4118 FAuc:425.521.4311 r •fir/ -,��I1 LIGHT BASE AND JUNCTION BOX LOCATIONS ADOPTED amr or •araN Standard plans LST DATE: 12/96 DWG. NAME: JR -35 SP PAGE: J014 INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50°F OR ABOVE. PLAN VIEW 1V -2 DECAL: RELECTORIZED GOTHIC GOLD 2" -23; 2V =3" OR WHITE LEGEND ON BLACK BACKGROUND STREET LIGHT STANDARD DECAL NUMBERING SYSTEM ADOPTED arnr or gnaw Standard plans LST DATE: 12/96 DWG. NAME: JR -09A SP PAGE: J009 SI ZE AS NUMBERING EXAMPLES REQUIRED 0 188 WALL BRACKET 2 5 �I - " 8 6 LIGHTING -' 4 7 UNDERGROUND Box Inside Logth C 8 19 SYSTEM LETTER LETTER 10/2" BNC LOCKBOLT 13 SUFFIXED PREFIXED GR. 18 -8 S.S. ONMEO POWER FLUSH JOINT 18w OW NED WWED 1 CURB 13 1 OF TAPERED ALUM. POLE 12w C9 12 0.188 WALL ALLOY 6063-T6 Lid alt Frame Depth MOUNTING 5/16w SATIN GROUND FINISH HEIGHT DWG. NAME: JR -06 SP PAGE: J007 25 15 FEET 1 1/20 45 28-3 REVISION ,410 TRAFFIC FLO PLAN VIEW 1V -2 DECAL: RELECTORIZED GOTHIC GOLD 2" -23; 2V =3" OR WHITE LEGEND ON BLACK BACKGROUND STREET LIGHT STANDARD DECAL NUMBERING SYSTEM ADOPTED arnr or gnaw Standard plans LST DATE: 12/96 DWG. NAME: JR -09A SP PAGE: J009 -0" 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS 8" O.D. EASE FLANGE ALLOY 356 -T6 WITH OUND UG BOLT COVERS do S.S. SCREWS 1 r_6" -•I 11-1/4" SGT. 11" TO 12" DIA. BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4' NUTS AND WASHERS STANDARD 25 FOOT DAVIT POLE ADOF'T'ED amr Cr sssras Standard plans LST DATE: 10/30/96 DWG. NAME: JR -01 SP PAGE: J002 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE -.{ 3' -0" h• -1' -6" I MIN. 1' -6 � 1 • 1' 4" T IPA 101 M FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD I-- 3'-- 0 "--- -I I- •- --- -3' - 0 " ---- -I 4" T FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD 4" T FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS ADOPTED Cr" or 11110 t+os Standard plans LS'I' DATE: 11/7/96 DWG. NAME: JR -30A SP PAGE: JO 15 FUSE KITS 0 � N UNEC 1 AMP FUSE KITS - S.E.C. OR EQUAL— TYPICAL DESIGN NB� JUNCTION e�OX KkAff 7� p ON ALL SPLICE ��NO LUG HARE RUNS iHRU 2•UN�DER�POLE 4' CONCRETE BASE - PAD ---\ 5 -- I 8• TO LUMINAIRE #8 BARE °wl wwr—W NI �� ul! I - COPPER GROUND WIRE 1 -#8 GREEN U D 4' 2- (SIZED AS REQ'D) PVq f ONDUIT LIGHTING SYSTEM YS It HARES TO CONTACTOR 5/8"x8` DuNDA ON 3- S . CPPER --CLAD OR so. GROUND ROD 1/40 MINIMUM rDRAIN HOLE TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. EPDXY FILL INUNE SPLICE EPDXY FILL 74 WYE SPLICE --OEM SI ZE AS BQX TYPE REQUIRED 0 188 WALL BRACKET TYPICAL �I - " 8 ALUM. ALLOY 6063-T6 LIGHTING -' 22 1 2 UNDERGROUND Box Inside Logth . N.P.S. -1 /2" Lee 19 SYSTEM O.D. SLIPFITTER 10/2" BNC LOCKBOLT 13 5'9" RADIUS GR. 18 -8 S.S. Lid Len th FLUSH JOINT 18w �.1' -2" 1 4 -1/2" O.D. 13 1 d Pk= TAPERED ALUM. POLE 12w rar mm I z/se 12 0.188 WALL ALLOY 6063-T6 Lid alt Frame Depth 5116w 5/16w SATIN GROUND FINISH DWG. NAME: JR -06 SP PAGE: J007 25 1 1/20 REVISION 28-3 REVISION W--2.5 SHAFT -0" 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS 8" O.D. EASE FLANGE ALLOY 356 -T6 WITH OUND UG BOLT COVERS do S.S. SCREWS 1 r_6" -•I 11-1/4" SGT. 11" TO 12" DIA. BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4' NUTS AND WASHERS STANDARD 25 FOOT DAVIT POLE ADOF'T'ED amr Cr sssras Standard plans LST DATE: 10/30/96 DWG. NAME: JR -01 SP PAGE: J002 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE -.{ 3' -0" h• -1' -6" I MIN. 1' -6 � 1 • 1' 4" T IPA 101 M FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD I-- 3'-- 0 "--- -I I- •- --- -3' - 0 " ---- -I 4" T FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD 4" T FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS ADOPTED Cr" or 11110 t+os Standard plans LS'I' DATE: 11/7/96 DWG. NAME: JR -30A SP PAGE: JO 15 FUSE KITS 0 � N UNEC 1 AMP FUSE KITS - S.E.C. OR EQUAL— TYPICAL DESIGN NB� JUNCTION e�OX KkAff 7� p ON ALL SPLICE ��NO LUG HARE RUNS iHRU 2•UN�DER�POLE 4' CONCRETE BASE - PAD ---\ 5 -- I 8• TO LUMINAIRE #8 BARE °wl wwr—W NI �� ul! I - COPPER GROUND WIRE 1 -#8 GREEN U D 4' 2- (SIZED AS REQ'D) PVq f ONDUIT LIGHTING SYSTEM YS It HARES TO CONTACTOR 5/8"x8` DuNDA ON 3- S . CPPER --CLAD OR so. GROUND ROD 1/40 MINIMUM rDRAIN HOLE TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. EPDXY FILL INUNE SPLICE EPDXY FILL 74 WYE SPLICE --OEM STREET LIGHT POLE JUNCTION BOX 1' A w PLAT R SIDE VIEW v► v ► 0 4 DEEP = o vo v vO 0A A amim vMr lil r k a __j s • ITEM ITEM Box Outside lea BQX TYPE FUSE KIT TYPE 2 33 TYPICAL 22 1 W& SkM L r T. - AN Boot Outside Width LIGHTING FUSE KIT do SPLICE KIT DETAILS 22 1 2 UNDERGROUND Box Inside Logth 18 19 SYSTEM ADOPTED 13 14 1 Lid Len th ADOPTED 18w amawd tar MW :: amr or a3n+ac 13 13 1 d Pk= DWG. NAME: JR -12 SP PAGE: JO 13 12w rar mm I z/se 12 Lid alt Frame Depth 5116w 5/16w 5 16 DWG. NAME: JR -06 SP PAGE: J007 1 1 Z2w 1 1/20 REVISION Wre Reinfaament REVISION W--2.5 W-2.5 IL LIGHTING STANDARD & JUNCTION BOX All dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 ism 7' Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frome. o 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 — W3 X W3 welded op e s ov �p o °oo wire fabric welded to the frame. Q o ov v .v When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep �vd o vo o e extension boxes. �a e Z p a When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1 /2" 10 PLAN VIEW 0 0 S F 3' gage divider plate complete with fasteners. a p Non — concrete Boxes may be submitted for approval. Evaluation will include an H -20 lob ° Ole* o e o Load Test. b, . . .s .v o v .v ► o JUNCTION BOX DIMENSION TABLE c STREET LIGHT POLE JUNCTION BOX 1' A w PLAT R SIDE VIEW v► v ► 0 4 DEEP = o vo v vO 0A A amim vMr lil r k a __j s • ITEM ITEM Box Outside lea BQX TYPE Tom' E 1 TYPE 2 33 22 22 1 W& SkM L r T. - AN Boot Outside Width 17 1r 22 1 2 Relidw mwA Box Inside Logth 18 19 28 Box Inside Width 13 14 1 Lid Len th 18 18w 26 1 2 Lid Width 13 13 1 Box Depth 12w 12 12 Lid alt Frame Depth 5116w 5/16w 5 16 Well1hidecew 1 1 Z2w 1 1/20 Wre Reinfaament W -3 W--2.5 W-2.5 IL IL "and See Detoll See D•td Sm Detdl STREET LIGHT POLE JUNCTION BOX 1' A w PLAT R SIDE VIEW v► v ► 0 4 DEEP = o vo v vO 0A A amim vMr lil r k a __j s • ITEM MATERIALS Box 6000 P9 omade See Notes Frame Diamond Plate Steel - A70 Lid 1 W& SkM L r T. - AN Lid Dianand Plats Steel - AM Anchors Steel We or Tee Plate Relidw mwA ASTM A -82 Stets va Arm o o I� e• INDIVIDUAL JUNCTION BOX "GALVANIZED STEEL 1tiwcK ANCI au 90 @W^LAWN oerMs LEGEND DETAIL (wk U K"`-I "K -ram SIGNALS r� o rat r •ac LIGHTING T -F TS —LT « l�ati>�ai TELEMETRY NOTE: sys SOD NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD JUNCTION BOX DETAILS o ► o ►v v v 1' CONCRETE PAD DETAILS -Fann Lrttm wo 1/rer WAN ADOPTED 1' ADOPTED Seat artia off oho am or a��ar PLAN VIEW amr or ssaPOn Whom. x'"01 �""�'• K� Standard plans Standard plans LUMEMANIN LST DATE: 11/89 LST DATE: 10/30/96 av 1ALPIM1111 DWG. NAME: JR -36 SP PAGE: JO 16 1 nA DWG. NAME: JR -07 SP PAGE: J008 moK SS I T �►�'�� Millet LAW l� PC ZONAL E aR woN "'law Off n.z �M � . � oRwa Ewma 9 ,m s/a NO. REVISION BY DATE APPR �* r nu posso' w ROLL 1 �9�� T- 3 ?3 ?02 F&CO MMENM FOR W- BY BY BY a acl� "M CO PUMM TO OTT Dote Date Date mow- Or'�" CITY OF ILLUMINATION DETAILS 03/24/06 i REN TON THE RESERVE AT STONEHAVEN DATU M Planning /Building /Public works Dept. L UA- 04.003 -ECF, PP/ L N 0- 10 -04 1 1 80103 FR 31�: �y �w