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Home My WebLink AboutT-3450031 :L-- I O I a r —TYP. CONC. PAD R/W LINE SIDEWALK CURB 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 I SIZE AS REQUIRED 8 "� 4 -1 2" 2" N.P.S. SLIPFITTER 2' 2" N.P.S. SLIPFITTER �I" I 5' -9" RADIUS ( 2" no CbNNECTOR WITH LOCKNUT L CROADWAY 10' UTILITY EASEMENT -� 1/2" BNC LOCKBOLt BRACKET CABLE 0.188 3" 0188 8 0219 0219 GR. 18 -8 S.S. R/W FLUSH JOINT 1 -2" CURB 4 -1/2" O.D. / SIDEWALK U) J_ R/W LINE 1' 2" 2" BY 3/4" Z ¢ tD 10' MIN. 2' TO 4' REDUCING WASHER CLEARANCE FROM DRIVEWAY OVERHANG X: � ALTERNATE PLAN VIEW H• $' TAPERED ALUM. POLE = Z 0 'SL' 0.188 WALL ALLOY 6063 -T6 / SATIN GROUND FINISH 25' -0" O ¢ F OF CU B TO I 2 ' f1 I nee. rr ne ni C 1R' -R" --;/A" RneeFu , TAPERED ALUM. POLE 2' TO 4' ; T WALL ALLOY 6063 -T6 OVERHANG SINGLE OR DOUBLE MAST SATIN GROUND FINISH STREET LIGHT CONDUIT ARM AS REQUIRED H' TRENCH DEPTH 24" HANDHOLE 4"x6" OPENING W /COVER SL, 151 HANDHOLE. 4 "x6° OPENING e & S.S. SCREWS. TYPICAL STREET LIGHT W /COVER AND S.S. SCREWS s" O.D. GROUND LUG FOUNDATION LOCATION INSIDE POLE M BASE FLANGE ALLOY 356 -T6 N77H GROUND LUG \ � o_ V -6• BOLT COVERS & S.S. SCREWS \ o '• i/ y \ ` FOR DOUBLE MAST ARM, INSTALL 2ND CABLE lZ4 `z SO. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES 0 Q 0 STREET LIGHT i ARE ON SAME CIRCUIT 3 ['-1 CONDUIT TRENCH DEPTH 24" 11" TO 12" DIA. a BOLT CIRCLE -��p,�/q� 4 1/2" OF BOLT ABOVE W a ALTERNATE STREET CROSS SECTION 4" CONCRETE PAD FINISHED GRADE MAST ARM WIRING DETAIL � LIGHT BASE AND JUNCTION BOX LOCATIONS (4) 1° BNC GALV. STEEL ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL NUTS AND WASHERS rn ADOPTED 4" ADOPTED ADOPTED CRT OF EUMMN '°� �I c • • Standard plans • • crrr or xarrox • • cer or a>$IMN ° 1ST DATE: 12/96 LST DA E:p10/30/96 LIST DAE:p Standard Standard a 10 /30/96 DATE REVISION BY PPR DWG. NAME: JR -35 SP PAGE: J014 $ DATE REVISION BY PPR DWG. NAME: JR -01 SP PAGE: J002 DATE REVISION BY PR DWG. NAME: JR -05 SP PAGE: J006 LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN DRY WEATHER 50 °f 7 OR ABOVE. CONCRETE PAD 7' -0" VARIABLE MIN T=345003 Gov oo > 4/ evd o vo \ ° e 4 ° p° AV NUMBERING NUMBERING EXAMPLES / 000 O e 6 0 ° z E> 1 P 0 1, -6, U PLAN VIEW ; • p vD o p = eo 3' 2 5 1 1 CAL1T /ON: I'm O o 4 ° ` LOCATION OF EXISTING UTILITIES SHOWN IS \ \ AO po o v ov D D OD C $ Se l `•� _ _ _ _ _ _ = L I J •''M-�"o APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S LETTER LETTER RESPONSIBILITY TO POTHOLE AS REQUIRED STREET LIGHT POLE JUNCTION BOX SUFFIXED PREFIXED AND FIELD VERIFY LOCATION OF UTILITIES CITY PUGET POWER FRONT VIEW SIDE VIEW PRIOR TO PROCEEDING WITH CONSTRUCTION. OWNED OWNED UNDERGROUND UTILITY NOTE: TYPICAL JUNCTION BOX "B" YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS 1, CURB CONCRETE PAD BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND a 10, �3' -0' -i i� -3' -0" -) UTIL17ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN SIDE VIEW ov D v v D D o 0 4" DEEP "9� 4 „J BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE 1 o MOUNTING l qC COST OF REPAIRS TO THE SERVICE). HEIGHT a 1 1 0 ° v 15 FEET 459 L____J L__J vo- -- Doe e j I 04 A FRONT VIEW SIDE VIEW RECOMMENDED m ° o o ( I e TRAFFIC � OW FOR //APPROVAL �1 °e o 13/ + -2 TYPICAL JUNCTION BOX "C” BY PLAN VIEW ~� CONCRETE PAD BY INDIVIDUAL JUNCTION BOX 4' -0" I-- 3' -0 " --) CHECKED FOR COMPLIANCE DECAL: 4" 1 TO CITY STANDARDS o RELECTORIZED T 00 0° ° t, p °ov o GOTHIC GOLD 2 -2 2;� -3" 1 I 1 1 DATE o D O D OR WHITE LEGEND L______J L__J z ° e e° NOTE: CLASS 'B' CONCRETE DATE o- a TO BE USED IN BACKGROUND FRONT VIEW SIDE VIEW DATE N ° z D Zi e O z De° CONSTRUCTION OF PAD 4 = o0 C o TYPICAL CONCRETE PAD DETAILS pONALO ° 0D o Do v vD n 1' CONCRETE PAD DETAILS STREET LIGHT STANDARD Traff WASy�y DECAL NUMBERING SYSTEM r ADOPTED PLAN VIEW 1 C= OF RI +MN ADOPTED ADOPTED NORTHWEST • • Standard plans • • crff or FAMN • • cm or ImmN nss � TRAFF /C EXPERTS E'RfGISTERF'�G�� LST DATE: 10/30/96 Standard plans Standard plans /ONAL E LST DATE: 12/96 LST DATE: 11/7/96 10104 -111th Ave. N.E., Kirkland, WA 98033 UM6 I DATE I REVISION 8Y APPR DWG. NAME: JR -07 SP PAGE: J00 Phone: 425.522.4118 Fax: 425.522.4311 oRREr. 9/15/12 REMSION DWG. NAME: JR -09A SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: J015 C' 1 1-F- 31*S60 :L-- I O I T� I 1 �I" I SHAFT I I ( , z/. a CbNNECTOR WITH LOCKNUT L T 0.188 3" 0188 8 0219 0219 , TAPERED ALUM. POLE 2' TO 4' ; T WALL ALLOY 6063 -T6 OVERHANG SINGLE OR DOUBLE MAST SATIN GROUND FINISH STREET LIGHT CONDUIT ARM AS REQUIRED H' TRENCH DEPTH 24" HANDHOLE 4"x6" OPENING W /COVER SL, 151 HANDHOLE. 4 "x6° OPENING e & S.S. SCREWS. TYPICAL STREET LIGHT W /COVER AND S.S. SCREWS s" O.D. GROUND LUG FOUNDATION LOCATION INSIDE POLE M BASE FLANGE ALLOY 356 -T6 N77H GROUND LUG \ � o_ V -6• BOLT COVERS & S.S. SCREWS \ o '• i/ y \ ` FOR DOUBLE MAST ARM, INSTALL 2ND CABLE lZ4 `z SO. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES 0 Q 0 STREET LIGHT i ARE ON SAME CIRCUIT 3 ['-1 CONDUIT TRENCH DEPTH 24" 11" TO 12" DIA. a BOLT CIRCLE -��p,�/q� 4 1/2" OF BOLT ABOVE W a ALTERNATE STREET CROSS SECTION 4" CONCRETE PAD FINISHED GRADE MAST ARM WIRING DETAIL � LIGHT BASE AND JUNCTION BOX LOCATIONS (4) 1° BNC GALV. STEEL ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL NUTS AND WASHERS rn ADOPTED 4" ADOPTED ADOPTED CRT OF EUMMN '°� �I c • • Standard plans • • crrr or xarrox • • cer or a>$IMN ° 1ST DATE: 12/96 LST DA E:p10/30/96 LIST DAE:p Standard Standard a 10 /30/96 DATE REVISION BY PPR DWG. NAME: JR -35 SP PAGE: J014 $ DATE REVISION BY PPR DWG. NAME: JR -01 SP PAGE: J002 DATE REVISION BY PR DWG. NAME: JR -05 SP PAGE: J006 LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN DRY WEATHER 50 °f 7 OR ABOVE. CONCRETE PAD 7' -0" VARIABLE MIN T=345003 Gov oo > 4/ evd o vo \ ° e 4 ° p° AV NUMBERING NUMBERING EXAMPLES / 000 O e 6 0 ° z E> 1 P 0 1, -6, U PLAN VIEW ; • p vD o p = eo 3' 2 5 1 1 CAL1T /ON: I'm O o 4 ° ` LOCATION OF EXISTING UTILITIES SHOWN IS \ \ AO po o v ov D D OD C $ Se l `•� _ _ _ _ _ _ = L I J •''M-�"o APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S LETTER LETTER RESPONSIBILITY TO POTHOLE AS REQUIRED STREET LIGHT POLE JUNCTION BOX SUFFIXED PREFIXED AND FIELD VERIFY LOCATION OF UTILITIES CITY PUGET POWER FRONT VIEW SIDE VIEW PRIOR TO PROCEEDING WITH CONSTRUCTION. OWNED OWNED UNDERGROUND UTILITY NOTE: TYPICAL JUNCTION BOX "B" YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS 1, CURB CONCRETE PAD BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND a 10, �3' -0' -i i� -3' -0" -) UTIL17ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN SIDE VIEW ov D v v D D o 0 4" DEEP "9� 4 „J BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE 1 o MOUNTING l qC COST OF REPAIRS TO THE SERVICE). HEIGHT a 1 1 0 ° v 15 FEET 459 L____J L__J vo- -- Doe e j I 04 A FRONT VIEW SIDE VIEW RECOMMENDED m ° o o ( I e TRAFFIC � OW FOR //APPROVAL �1 °e o 13/ + -2 TYPICAL JUNCTION BOX "C” BY PLAN VIEW ~� CONCRETE PAD BY INDIVIDUAL JUNCTION BOX 4' -0" I-- 3' -0 " --) CHECKED FOR COMPLIANCE DECAL: 4" 1 TO CITY STANDARDS o RELECTORIZED T 00 0° ° t, p °ov o GOTHIC GOLD 2 -2 2;� -3" 1 I 1 1 DATE o D O D OR WHITE LEGEND L______J L__J z ° e e° NOTE: CLASS 'B' CONCRETE DATE o- a TO BE USED IN BACKGROUND FRONT VIEW SIDE VIEW DATE N ° z D Zi e O z De° CONSTRUCTION OF PAD 4 = o0 C o TYPICAL CONCRETE PAD DETAILS pONALO ° 0D o Do v vD n 1' CONCRETE PAD DETAILS STREET LIGHT STANDARD Traff WASy�y DECAL NUMBERING SYSTEM r ADOPTED PLAN VIEW 1 C= OF RI +MN ADOPTED ADOPTED NORTHWEST • • Standard plans • • crff or FAMN • • cm or ImmN nss � TRAFF /C EXPERTS E'RfGISTERF'�G�� LST DATE: 10/30/96 Standard plans Standard plans /ONAL E LST DATE: 12/96 LST DATE: 11/7/96 10104 -111th Ave. N.E., Kirkland, WA 98033 UM6 I DATE I REVISION 8Y APPR DWG. NAME: JR -07 SP PAGE: J00 Phone: 425.522.4118 Fax: 425.522.4311 oRREr. 9/15/12 REMSION DWG. NAME: JR -09A SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: J015 C' 1 1-F- 31*S60