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HomeMy WebLinkAboutT-327403M NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. LIGHTING STANDARD 8c JUNCTION BOX N The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 7 .- Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. O d O ve O o v D ° O v 0 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded ° O e v d o e e, O v wire fabric welded to the frame. 4 v ° v0 D O O 0 v sv vb When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep ° 0 0 0 e D o e 4 D e � pd extension boxes. b PLAN VIEW °' O vb' 0 t' e0 3 When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 Q d O gage divider plate complete with fasteners. a o o 5 Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 Op° o o ° Load Test. o b A s /� e © w ° v p►v a Q o A A JUNCTION BOX DIMENSION TABLE c c o -BOX TYPE TYPE 1 W p &TOA& A ALTERNATE B A Box Outside length 22#0 Z 33 Reinforcement O 17 17 O Z Box Inside Length 18 19 28 Box Inside Width 13 W J 17 3 18 c STREET LIGHT POLE JUNCTION BOX I I L 1' PLAN VIEW „ SIDE VIEW v► v v a° 0 4 DEEP o `0e a °► ti D o v v o bOV0 Oe e ELEVATION VIEW ° e e w ITEM ITEM -BOX TYPE TYPE 1 TYPE 2 &TOA& A ALTERNATE B A Box Outside length 22#0 22 N 33 Reinforcement Box Outside Width 17 17 22 1Z2 Box Inside Length 18 19 28 Box Inside Width 13 14 17 Lid Length 18 18 26 112 Lid Width 13 13 17" Box Depth 12 12 12 H Lid dt Frame Depth 5 16 5 16 5/16" J Will Thickness Min. 1 112" 1Z2 2 1 1 2 Wire Reinforcement W-3 _L W-- 2.5 W-- 2.5 Le end I See Detail I See Detail See Detail STREET LIGHT POLE JUNCTION BOX I I L 1' PLAN VIEW „ SIDE VIEW v► v v a° 0 4 DEEP o `0e a °► ti D o v v o bOV0 Oe e ELEVATION VIEW ° e e w ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A756 Lid Support 1 a ' . Thick Sted C L or T. - AS Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel � V ARM il _..�'. 0 ° e Q . - - AVeLPAD INDIVIDUAL JUNCTION BOX atalPACTEo V 0 I 'GALVANIZED STEEL TYPICAL JUNCTION Sox INSTALLATION DETAILS L� z 00 o, E LEGEND DETAIL (Mark U ion �r� NM u+ ° A ° oAVtl NOTE: CLASS }8' CONCRETE �, � �� '� '�E ' °O7 ° � � TO BE USED IN SIGNALS '11' L I<- Ll �a LIGHTING a�wn.,�«,. TAE BOX a �a0 CONSTRUCTION OF PAD d 00 TS—LT kl9GKJOEIML U CL c TELEMETRY TRAFFIC Si ND h woo W w 4 ° c 16 E d w► a 1' CONCRETE PAD DETAILS 0 JUNCTION BOX DETAILS o 0 0 ►v v v *--, E ADOPTED f Form Letters with 1 /e' weld 1 ADOPTED 'c C, Bead. Grind off Diamond ♦ ♦ CITY OF >�N•roN PLAN VIEW CITY OF R IXTON C p, Pottern before forming + d letters. Standard plans Standard plans �- ca il~I.LMAiNAnoN SYSTEM LEGEND LST DATE: 1 1 /89 LST DATE: 10/30/96 DATE I REVISION DWG. NAME: JR -36 SP PAGE: JO16 BY APPR DATE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008 g Q 0 EPDXY FILL EPDXY FILL INLINE SPLICE WYE SPLICE SPLICE KIT FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE TO LUMINAIRE KITS - S.E.C. OR EQUAL TYPICAL DESIGN "B” JUNCTION BOX 1/4 " MINIMUM SPLICE KI- -S GROUND LUG DRAIN HOLE CLEAR EPDXY SPLICE_ KITS ON ALL 1 2" MIN. GROUT CL WIRE RUNS UNDER POLE /JFOUNDATION OP OF CONCRETE 4 CONCRETE BASE TO E LEVEL WITH PAD OP OF SIDEWALK 5DIAMETER = 7/8" R CURB. n Till= i t =1111 =1 -=I1 •. -=1 I �I _ -- 11�1111�1111 8 GREEN .111=JI1 ;1111: ==1J11 °° 4 -7/8 ROUND WIRE 1111= LOAD LINE GROUND RECOMMENDED FOR APPROVAL 1/4„ FUSE 1/4„ 4 BY DATE 2 --- (SIZED AS REQ'D) PVC CONDUIT LIGHTING SYSTEM SYSTEM WIRES TO CONTACTOR BY DATE CUTTING RINGS CONCRETE N 5/8"x8' � 3 SQ. LB Y .,� _ _ _-- DATE COPPER --CLAD OR DIA. - GROUND ROD 0 RECORD DOCUMENT 0 V' FUSE KIT BY DATE �,�► Ili FUSE KIT do SPLICE KIT DETAILS TYPICAL LIGHTING UNDERGROUND SYSTEM ADOPTED ADOPTED >� HERMAN TRAFFIC ENGINEERING cr y oOF N7roN t:tTr or ririt>IrroN ao,so v --- Sienderd plane s 1 S324 Southeast 133rd Court Renton, i ter anT>s• „ /5/„e P E ton, Wash ngton 98059 !ten TI: 12/96 s, M 1 -16-of 425 -277 -1740 tel. 425-277 -5718 fax hte0c.om .n cast et E11PMS 01/31/07 DATE REVIJION I BY &PR DWG. NAME: JR -12 SP PAGE: JO13 DWG. NAME. JR -06 SP PAGE: J007 SCAhhkO MAY 012006 c� �"' .s ?7W 3 'r M 4