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Home My WebLink AboutzT-3372SetI 6 a 4 s a ® J PORTION OF THE SE 1/4 OF SEC. 4, TWN'23 N., RGE 5 E., W.M. .a CITY OF RENTON, WASHINGTON a COST OF REPAIRS TO THE SERV/CE).v V 7�RA FFIC EXERTS �FSc s7EN��G`2 10104- 111th Ave. N.E:, Kirkland; WA 98033 Phone: 425.522.4118 fax: 425.522.4311 EXPIRES: 9 /15 /08 $ IO tool R'� _ 0- °- LUM. POLE CIRCUIT LOCATION OFFSET LAMP MAST ARM MOUNTING w NO. ID. NO. NO. (FEET) WATTAGE (FEET) HGT. (FT.) 1 2099B A STA 1 +05 22.5' RT. 100 8' 25' 2 2108B A STA 2 +86 25.8'LL 100 8' 25 O O ~ 3 •= 2 -' U. I— z 1 OLd l 1 WIRING SCHEDULE CONDUIT CONDUIT CONDUCTORS NOTES o X RUN SIZE 1 1 2" PVC (SCHEDULE 40) 2 - #8, 1-#8 GREEN 2 2 PVC SCHEDULE 80 2 #8; 1-#8 GREEN F 1 1 LEGEND o 1` I EXISTING NEW °` TYPE M -C -III H.P.S. LUMINAIRE, ARM • i AND POLE NPAD DLI E. CONCRETE LIGHT BASE CD TYPE 1 JUNCTION BOX (LOCKING) PVC CONDUIT (SEE WIRING SCHEDULE) TYPE 1 JUNCTION BOX WITH 0 . 1 20 4 ® CONCRETE PAD a a _F l � oaf t ee feet WIRE NOTE % ` i -- , CONSTRUCTION NOTE RECOMMENDED FOR APPROVAL COST OF REPAIRS TO THE SERV/CE).v V 7�RA FFIC EXERTS �FSc s7EN��G`2 10104- 111th Ave. N.E:, Kirkland; WA 98033 Phone: 425.522.4118 fax: 425.522.4311 EXPIRES: 9 /15 /08 $ IO tool R'� _ 0- s F a a s 0 c ,., slzE As REQUIRED 2" N.P.S. SLIPFITTER \\ N TYP. CONC. PAD '•/ .. 1.— 0.188 SMALL BRACKET 1 1 2. w SIDEWALK ALUM. ALLOY 6063 —T6 p1/2 " CURB . 2" N.P.S. is F : SLIPFITTER 5' -9" RADIUS 2 ' . r f (r'' (LROADWAY 10' UTILITY EASEMENT 1/2- BNC LOCKBOLT BRACKET CABLE � GR. .18-8 S.S. R W FLUSH JOINT CURB 4-1/2- O.D. SIDEWALK REDUCING WASHER 10' MIN. 2' TO 4' CLEARANCE FROM DRIVEWAY OVERHANG ALTERNATE PLAN VIEW 'H' 8' TAPERED ALUM. POLE f 0.188 WALL . ALLOY 6063 —T6. m O / ,SL, SATIN GROUND FINISH a FACE OF CURB TO W Z CENTER OF OLE 18' -3" 3/4" ROMEX W H 25` 30' 35' 40' — SHAFT CONNECTOR SL 1 18' -3" 23' -3" 28' -3° 33' -3" WITH LOCKNUT -� T 1 0.188 1 0.188 1 0.219 1 0.219 1' -2" J 3� TAPERED ALUM. POLE o � • 'T' WALL ALLOY 6063 -T6 OVERHANG # � SINGLE OR DOUBLE MAST SATIN GROUND FINISH STREET LIGHT CONDUIT ,H. TRENCH DEPTH 24° ' ARM AS REQUIRED HANDHOLE 4"x6" OPENING W /COVER SL. 151 HANDHOLE. 4 "x6 OPENING & S.S. SCREWS. TYPICAL STREET LIGHT w /°ovER AND S.S. SCREWS 6" O.D. NSIDEPO FOUNDATION LOCATION V -6" BASE FLANGE' ALLOY 356 —T6 WITH j—GROUND LUG n BOLT COVERS & S.S. SCREWS V-6' FOR DOUBLE MAST ARM, INSTALL 2ND CABLE Z Y d ` ° :< -►I I� -t1 -1 /4° SQ. - BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES Q Q `c STREET LIGHT ARE ON SAME CIRCUIT E 3 CONDUIT TRENCH DEPTH 24" 11° TO 10 DIA. ALTERNATE STREET CROSS SECTION BOLT CIRCLE 41 /2 "oFSOLT ABOVE MAST ARM WIRING DETAIL HW.:. 4" CONCRETE PAD �FINISHHED GRADE LIGHT BASE AND JUNCTION BOX LOCATIONS (4) 1° BNC GALV. STEEL ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL m' NUTS AND WASHERS ADOPTED 4° "P ADOPTED AD OF RENTON c .CITY OF RENTON a •r �! < S ` ♦ + CITY of RENTON Standard plans a T LST DATE: 12/96 Standard plans Standard plans S LST DATE: 10/30/96 i LST DATE: 10/30/96 DATE I REVISION BY PR DWG.. NAME: JR -35 SP PAGE: J014 DATE REVISION BY APPR' DWG. NAME: JR -01 SP PAGE: J002 DATE REVISION BY APPR DWG. NAME: .JR 05 SP PAGE: J006 LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS 3 VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX a IN DRY WEATHER 50 °F "I loz 10 i- T OR ABOVE. CONCRETE PAD o - -3ov o ov ° °ov o T -0" VARIABLE 3' -0" Do' a� ev o e o v 11--6 ° MIN. 4evd° v \ o Aa nv NUMBERING EXAMPLES 0 1 -6" PLAN VIEW 1 pOoo env DI ° D °a 1 P 0 1, o D fl 3 6 4 !14 C4UTlON: e °I L -J LOCATION OF ,EXISTING UTILITIES SHOWN IS - - -- o SA i e D eu a 4 7 _- _ - - - -I APPROXIMATE AND MAY NOT BE ACCURATE DO 8.. . .a o 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 U=NE OTE: e e TYPICAL JUNCTION BOX "B» ° $ CURB YOU MUST CALL 1-800-424-5555 NOT LESS N 72 HOURS " D 1' CONCRETE PAD BEFORE BEGINNING EXCAVAT70N WRGROUND c UTIL1TIES MAY BE LOCATED. FAILUOULD MEAN ° ° d 4" DEEP C9 1i 3' -0 " --i I�- 3 -0 °�I BEARING SUBSTANTIAL REPAIR COEE TIMES THE SIDE VIEW v D v v D D ° o C� 4 COST OF REPAIRS TO THE SER1/IC W I o MOUNTING O e evD ._ .p . _ ., ~a I I O F] pp HEIGHT F I n " I �I IM o Ili ill 11 00 ° vo 15 FEET 45 °_ L - - - -J L - -J 000a e 1 1 0" A FRONT VIEW SIDE VIEW RECOMMENDED >- e , TRAFFIC FOR APPROVAL m ° II FLOW BY ° TYPICAL JUNCTION. BOX "C" BY PLAN VIEW —I CONCRETE PAD BY INDIVIDUAL JUNCTION BOX CHECKED FOR COMPLIANCE DECAL: 4" TO I -3 0-I TO CITY STANDARDS ov o° o °p °ov o RELECTORIZED �, 4 o v GOTHIC GOLD 2"- 2l 23e' -3„ I I I I /Z.,; 6h. /s',.✓ DATE o D OR WHITE LEGEND L- - - - - -J L - --] DATE zo o e °e °G NOTE: CLASS B' CONCRETE ON BLACK FRONT VIEW SIDE VIEW DATE n p z p TO BE USED IN BACKGROUND � e ° = De° CONSTRUCTION OF PAD of a o a a ° CONCRETE PAD DETAILS STREET LIGHT STANDARD TYPICAL CONCRETE PAD DETAILS �ONALO OF WASH DECAL NUMBERING SYSTEM ADO e � 1 CITY OF RENTON ADOPTED ADOPTED / Z7,77 WEST PLAN VIEW ♦ ♦ CITY of RENTON CrrY OF RENTON A /�9 {�pC �7�r�+ a2s1 + LST nDATE: p10 /30/96 ♦ =•'� ♦ Standard plans =•- + Standard plans TR�FF�i' �/6/ —GIC / r� �FSS /ONAL�E�G\? N ( LST DATE: 12/96 S LST DATE: 11/7/96 10104 -111th Ave. N.E., Kirkland, WA 98033 �e Z DATE REVISION I BY IAPPR-DI DWG. NAME: JR -07 SP PAGE: J00 Phone: 425.522.4118 Fax: 425.522.4311 ExP11 S: 9�15�06 pp DWG. NAME: JR -09A SP PAGE: J009 DATE REVISION pp DWG. NAME: JR -36A SP PAGE: J015 - _ _. F R S G Y a 0 s n o � _ O to Q 0 Z Ld Li g W J J a m Z � �O 3 U N a p,y a m c eV c D_ KITS - S.E.C. OR EQUAL BOX TYPE TYPE AUERNAIE A ALTERNATE 6 NOTES: Ali dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 N'f"fE� p14ALp �a WASy TYPICAL DESIGN "B" EPDXY FILL EPDXY FILL Boxes shall be 28� minimum of overall thickness. /VO/PT 17" JUNCTION BOX I Lidsupport members shall be welded to the frame.-. is iox reinforcement consists of 6. X 6 - W3 X W3 welded TRAFF/C EXpAFR7-H '<nss�-isTER�aeG SPLICE KITS GROUND LUG 13" alto frame. wire 17" "A` CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN- GROUT ' • -" ' '' ' When noted in the contract. Type 2 and Type 3 Boxes shall be. provided with 12 ". deep 10104- 111 th Ave.' N.E., Kirkland, WA 98033 Teas WIRE RUNS UNDER POLE 4" CONCRETE BASE INLINE SPLICE - extension boxes. When noted in the contract. Type 2. Boxes shall be provided with a 10' X 27 1/2" 10 Phone: 425.522.41.18 Fax: 425.522.4311 EXPIRES: 9/15/06 PAD --- 5° jl WYE SPLICE gage divider plate complete with fasteners.. _. 5/16" IIII= Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20. FUSE KITS SPLICE KIT Load Test. W -3 QUICK DISCONNECT W -2.5 A See Detail 10 AMP IN LINE FUSE TO LUMINAIRE _ 11=ip1 °IIII JUNCTION BOX DIMENSION TABLE I c I _ KITS - S.E.C. OR EQUAL BOX TYPE TYPE AUERNAIE A ALTERNATE 6 TYPE 2 A Box Outside length 22" TYPICAL DESIGN "B" 33" Box Outside. Width 17" 17" JUNCTION BOX I 1/4" MINIMUM 19" 28" SPLICE KITS GROUND LUG 13" DRAIN HOLE 17" Lid Length CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN- GROUT 18" 26 1/2- Lid Width 13" WIRE RUNS UNDER POLE 4" CONCRETE BASE 17" TOP OF CONCRETE FOUNDATION TO 12" 12" PAD --- 5° jl Ud& Frame De th BE LEVEL WITH TOP OF SIDEWALK 5/16" 5/16" IIII= 1 1/2" 9" Y I t 11 11111 OR CURB. 11 UI =IIII_ ( DIAMETER - 7/8" �• W -3 #8 BARE —IIII °III =III W -2.5 I[= lgill_ See Detail See Detail _ 11=ip1 °IIII COPPER GROUND WIRE it II�IIIF- 1IiIlII111 �I I i I� .ITEM BOX TYPE TYPE AUERNAIE A ALTERNATE 6 TYPE 2 A Box Outside length 22" 22" 33" Box Outside. Width 17" 17" 22 1/2- C Box Inside Length 18" 19" 28" Box Inside. Width 13" 14" 17" Lid Length 18" 18" 26 1/2- Lid Width 13" 13" 17" Box Depth 12" 12" 12" Ud& Frame De th 5/16" 5/16" 5/16" J Wall Thickness Min. 1 1/2" 1 1/2" 1 1/2- Wire Reinforcement W -3 W -2.5 W -2.5 Le end See Detail See Detail See Detail CAUTION: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED PLAN hex AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UT /L/TY NOTE: YOU MUST CALL 1 800- 424 -5555 NOT LESS. THAN 72 HOURS 4-7/8" BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROJTHE 1 - #8 GREEN GROUND II II - / ELEVADON MEW UTILITIES MAYBE LOCATED. FAILURE TO DO SO COULD CLAMP LOAD LINE BEARING SUBSTAN77AL REPAIR COSTS (UP TO THREE TI4 ITEM MATERIALS 2- (SIZED AS REQ'D) 1/4" FUSE' 1/4" Box 6600 PSI concrete See Notes COST OF REPAIRS TO THE SERVICE). LIGHTING SYSTEM PVC CONDUIT SYSTEM •Frame .Diamond PlateSteel - A786 s• '''"''�� I� I� r_ WIRES TO CONTACTOR L �J 1 �8" QO 0 1 �8" * Lid Support 1 Tilh. Thick Sted C L or L - A35 CONCRETE Lid Diamond Plate Steel A786 ,A FOUNDATION Anchors Steel Wire or Tee Plate 6• GRAVEL PAD 5/8 "x8' 3' SQ. CUTTING RINGS coNPacm COPPER -CLAD OR DIA. Remfarcement ASTM A -82 Steel DATE GROUND ROD *GALVANIZED STEEL rrPICAL,IUNCnoN eoxiNSrAUnnoN DETAILS RECOMMENDED FUSE KIT FOR APPROVAL LEGEND DETAIL (Mark L) i i m TYPE T Box BY TYPICAL SIGNALS T 5 o TYPE 'n' Box BY LIGHTING LIGHTING n "''°'° UNDERGROUND TS -LT TRAFFIC SIGNAL srsTEN LEGEND Haax DE AIL PLAN SYMBOLS BY x� o• ao TELEMETRY SYSTEM FUSE' KIT & SPLICE KIT DETAILS CHECKED FOR COMPLIANCE JUNCTION BOX: DETAILS ADOPTED � TO CITY STANDARDS ADOPTED I ADOPTED � /y�, Q DATE 1 AD OF NEKTON -Form Lettwith 1/B� Weld Ik1 - d'w" O�♦ :CITY OF RENTON CITY OF RENTON Beod Grind ff Diamond Standard P� * + Standard Pl letters b of f aping ICI 11 DATE -` i3r DATS:72 /96 ISl' DATE: 11 /5/96 ILLUMINATION SYSTEM LEGEND Standard lens DATE. -( LST DATE:11. /89 REVISION BY PR DWG. NAME: JR -06 SP PAGE: J007 I DATE I REVISION BY APPR DWG: NAME: JR -12 SP PAGE: J013 1 DATE I REVISION I BY APPR DWG: NAME: JR -36 SP PAGE: JO 16 z I 0 o' T 3'x'1203 T 35 7LO5 awe ®fr F� ,« vt 0 8� ■ - — T s J -11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE 2g 3/8" X 2" LONG PIN HEX 1/2" DIAM. HOLES I SECURITY SCREW - -S.S. (TYP.) COUNTERSUNK J e 14" X 19" AND 17" X 28" :�;; GALVANIZED HANDHOLE LID — o' i DRILL THREAD FOR a 3/8" DIAM. BOLTS GALVANIZED STEEL BAR 1" WIDE, 1/2" THICK a 0 z I 0 o' T 3'x'1203 T 35 7LO5 awe ®fr F� ,« vt 0 8� ■ - — T