Loading...
HomeMy WebLinkAboutTRO4103450.411111� IIII�� I- z z W O_ V) o io> U U it W D- W kn LLI FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL — TYPICAL DESIGN "B" JUNCTION BOX SPLICE KITS GROUND LUG CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT WIRE RUNS UNDER POLE 4" CONCRETE BASE - PAD 51 f #8 BARE IIII =III =1111 O° COPPER GROUND WIRE 1-#8 GREEN 2-(SIZED AS REQ'D) LIGHTING SYSTEM WIRES TO CONTACTOR 5/8"x8' COPPER -CLAD DATE I GROUND ROD - T20 ila 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 TO LUMINAIRE 1 /4" MINIMUM DRAIN HOLE LrB(i OP OF CONCRETE UNDATION TO LEVEL WITH OP OF SIDEWALK R CURB. =JT=IIII�IIII till �IIII-guIII II I I) GROUND FCLAMP II 4' -PVC CONDUIT SYSTEML J CONCRETE FOUNDATION 3' SQ. OR DIA. TYPICAL LIGHTING UNDERGROUND SYSTEM ADOPTED CITY OF RENTON ♦ > Standard plans IST DATE: 12/96 DWG. NAME: JR-06 SIZE AS REQUIRED ^" 4-1/2" 2" N.P.S. O.D. SLIPFITTER 5'-9" RADIUS 23"-3" SHAFT 20 30'-0" 151 HANDHOLE. 4"x6" OPENING W/COVER AND S.S. SCREWS 8" 0. D. BASE FLANGE ALLOY 356-T6 WITH or -GROUND UG BOLT COVERS & S.S. SCREWS --1 I--11-1 /4" SQ. 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 41# STANDARD 30 FOOT DAVIT POLE ADOPTID CM OF FZMN .�. Standard plans LIST DATE: 2-Oct-87 REMSION I BY PR DWG. NAME: JR-02 SP PAGE: JO03 SP PAGE:JOOi iiiiiiiiiiiiiiiiiij rnnv� rll I WYE SPLICE SPLICE KIT FUSE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON Standard plans LST DATE: 11/5/96 DWG. NAME: JR-12 SP PAGE: J013 T 34SO08 NOTES: 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 Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded wire fabric welded to the frame. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. Non -concrete Boxes may be submitted for approval. Evaluation will include an H-20 Load Test. A JUNCTION BOX DIMENSION TABLE c ITEM BOX TYPE TYPE 1 2 kTMATE A ALTERtIATE B A Box Outside len th 22" 22" B Box Outside Width 17" 17" 2" j21 C Box Inside Length 18" 19" D Box Inside Width 13" 14" E Lid Length 18" 18" 2" F Lid Width 13" 13" 17" G Box Depth 12" 12" 12" H Lid & Frame Depth 5 16" 5 16" 5 16" J Wall Thickness Min. 1 1 2" 1 1/2" 1 1/2" K Wire Reinforcement W-3 W-2.5 W-2.5 L Legend See Detail See Detail See Detail ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A786 Lid Support 1 nh Thick Sted C L or I - AM Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A-82 Steel *GALVANIZED STEEL LEGEND DETAIL (Mark L) GNALS Tc;l LIGHTING TS-LT TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND -Form Letters with 1/8" Weld Bead. Grind off Diamond Pattern before forming letters. L LTAI 8.4 ILLUMINATION SYSTEM LEGEND _ —1-- — 1 T .a► .t r. 2.1- 1 il 7__ �COMPACTED:D�: ' GRAVEL TYPICAL JUNCTION BOX INSTALLATION DETAILS M TYPE T BOX 0 TYPE '11' BOX `a�n■sna 1'to.q HOOK DETAIL PLAN SYMBOLS ks Noaa PW u+7 JUNCTION BOX DETAILS ADOPTED CITY OF RENTON Standard plans LIST DATE: 1 1 /89 DWG. NAME: JR-36 SP PAGE: J016 T LET LI HT1 T- T - I ET HE -TI f1 L III -L I E I LT J F E E 1 LT TE T LE 'T H c I I -L L TILIT i j L FI - EET LI HT T- T ` I IT .I E T J HlI H T — ELL 'ulTE F-FT L I T, I L E - HITE - ET E T -L ET LI E EE ET ET L - E EE =-E ' I- E 11 NI TT AT] '-, --r I 11N1 It rTr i. E - E. Tji!tffEXH TRAFF/C EXPERTS 10104 -111th Ave. N.E., Kirkland, WA 98033 Phone:425.522.4118 Fax:425.522.4311 NA w "-FS'�CtSTER`�'vG� S�ONAL E� EXPIRES: 9/15/12 J-11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE 1/2" DIAM. F COUNTERSUN /8" X 2" LONG PIN HEX -CURITY SCREW S.S. (TYP.) 14"X19"AND 17"X28" 3ALVANIZED HANDHOLE LIDI DRILL THREAD FOR 3/8" DIAM. BOLTS I GALVANIZED STEEL BAR 1" WIDE, 1/2" THICK RECOMMENDED FOR APPROVAL BY BY I BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE - - DATE DATE 12wm ,.c o + � IW P - CM I �I UL U51EO Off. STANDARD 15M BUtNLE irQ, jai As t.y'fRN�E EQWWN* YEETS EUSERC/PsE SPEC .ONPONENT SCHEDULE O Ik1LRBASE 100 AMF, 4 0W. A* #11418. SAFETY SOCKET ')PE. 51H JAW AT 9:00 POSITION I (CONTRACTM TO `•fRIFY 07N SERY UTil17y) { ' 2 j PANELBOARG 120, 240 VAC. IOD Ali', ' �ASL w-i:,, :_:J 1PL; BITS v IIIES7lhC EUSE BIAS BOLT CN BKAKiRS 1-100/2 MAIN �ECD�i'D D��I�iY/NG` 2-20/2 'LUMADON BRANCH '-5C/I SIGNAL PRMC -15/1 k,'WPCY D1 r BRANCH 1-2011 GROUWI FAULT RECEPTACLE BRANCH 3Q CONTACTOR: UGHTMC RATE), 30 AMP, 4 POLE. 12:, ",MC COL O _ fe9100PA34VCZJ1 4 ERMNA: BLOCK TIC RENO-E PHOTO EIECNC CE_. 5 PHOTO -CELL BYPASS SOTC4, SPST, 15 AMP, 277 VAC. 6U GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 201A CAWT NEMA JR, PADMO.NT, #17 GA PRFGA VAhi:ED STfEI CONS1RiJCiKM1. j 2 5CREENED AW 3K%ETED VENTS DOORS: HEAVY DUTY CDNCLkED HINGES (LIFT-OFF TWO STAWSS STEE, VAULT HANXES. zADLD:KA61E METER DOOR BEST CX LOCK DN DISTRIBUTION DOOR SERVICE CAB;NET FOR S"REET CONTRC_ POx%iFI1 1WtD" 2ASS WNIDOM IN MFTFR D" At TRAFFIC SIGNAL CLOSED CE HEOrREN. 1. CASKET. CARD HOLDU ADOPTED FINSW PCLVESTEF POORER CCAT, ALIUNUM OLTSru'r *,ITC IbSIDE ° cm. OF 03MA +I -I SUPIDAW PUM ' IM 3ATS 04,0E DWG. NAME: R-1 T c SP PAGE: J010