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Home My WebLink AboutT-338508i0 '6 3 °o r 6 a v � J v cn N J Q0 W � � Z 0 L Q J z Z g � J J 'E Go B On- IN G A C I— '4 11 c m c o y a� 0 z 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 1 a° BOX TYPE v o TYPE 2 N 00 A Box Outside ten th 22" > zw 33" W as U E �a 22 1/2" mo CE a Box Inside Length � 'E Go B On- IN G A C I— '4 11 c m c o y a� 0 z 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 1 a ITEM ITEM BOX TYPE TYPE 1 TYPE 2 ALTERNATE A ALTERNATE B A Box Outside ten th 22" 22" 33" B Box Outside Width 17" 17" 22 1/2" C Box Inside Length 18" 19" 28" D Box Inside Width 13" 14" 17" E Lid Length 18" 18" 26 1 2" F Lid Width 13" 13" 17L G Box Depth 1 12" 12" 12" H Lid & frame De th 5 16" 5 16" 5 16" J Woll Thickness Min. 1 1 2" 1 1 1 2" 1 1 2" K Wire Reinforcement I W -3 W -2.5 1 W -2.5 L Legend ISee DetOil See Detail See Detail a ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A786 Lid Support 1 B "Min. Thick Steel C, L or T. - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel *`GALVANIZED STEEL LEGEND DETAIL (Mork Q SIGNALS T 51 LIGHTING TS -LT TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND Form Letters with 1/8" Weld Bead. Grind off Diamond Pattern before forming letters. L T— g ILLUMINATION SYSTEM LEGEND EPDXY FILL § 2 INLINE SPLICE a a 6" GRAVEL PAD COMPAC ED TYPICAL JUNCTION BOX INSTALLATION DETAILS M TYPE T BOX m flap TYPE o' Box /18. HOOK DETAIL PLAN SYMBOLS a.,..en JUNCTION BOX DETAILS v ADOPTED •� CITY OF RENTON -�� Standard plans 1° EST DATE: 11/89 DWG. NAME: JR -36 SP PAGE: J016 SPLICE KIT DIAMETER = 7/8" do ' n � /o" LOAD LINE /4" FUSE 1/4" /8" �0 0 1/8" 1 CUTTING RINGS ofFUSE KIT FUSE KIT & SPLICE KIT DETAILS rJ� O ADOPTED CITY OF RENTON .. Standard plans LST DATE: 11/5/96 O Z nATF i DWG. NAME: JR -12 SP PAGE: JO 13 LIGHTING STANDARD & JUNCTION BOX —7 0 ov o Ov ° °ov o 4 o D D ° O 4 v° o D O o ° v Dv °D A 4 ° ° °4 a ° O PLAN VIEW 3 ° D Do D z D o °D o D `x a ° ' O O 4 0 _ ° � O Dv STREET LIGHT POLE JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX O 0 1, ov O ° D v D M TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD 3' -0 "- DEEP 4 } = FRONT VIEW 4 NOTE: CLASS 'B' CONCRETE D z D TO BE USED IN ° o i Ddo CONSTRUCTICN OF PAD 4 J 0 O 4 0 ° D n v D ° CONCRETE PAD DETAILS n o n Dv D 1' G� ADOPTED PLAN VIEW CITY OF RENTON ♦ J Standard. plans LST DATE: 10/30/96 R� DWG. NAME: JR -07 SP PAGE: J008 aTa>a' nl GENERAL NOTES 1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE TURNED INWARD) ON ALL SIDES 2. 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUT AND WASHERS 3. 4 -1/4 TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 4- 1/2'X16 "GALVANIZED ANCHOR EDLTS CONDUIT ENTR. G. L. cu J— -&L. AREA U p A a 0 d v o (U� A 0 0-0 SIZE TO I SIZE TO' PLAN VIEW FIT CABINET FIT CABINET FRONT VIEW SIDE VIEW CABINET FOUNDATION STREET LIGHT CONTA':TOR CABINET AND CABINET FOUNDATION rJ� ADOPTED CITY OF RENTON Standard plats N 5 LST DATE: 12/36 DWG. NAME: JR -09 SP PAGE: J010 3' -0 "- SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD I- 3' -0 "- 4 i Ma O > oe pe FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS U� Y ADOPTED CITY OF RENTON ,p- = Standard plans T LST DATE: 10/30/96 DWG. NAME: JR -36A SP PAGE: J015 RECOMMENDED FOR APPROVAL BY o�a,_�Y A.. i DATE < c /o, BY DATE BY DATE RECORD DOCUMENT BY 9", DATE 9 "Xr-4 __ 08,'T- 33 58 T -33 Roll H C HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 to L. 425- 277 -5718 fax hte @comcast.net CD dUM & & 1Wr,6 y t 6" GRAVEL PAD COMPAC ED TYPICAL JUNCTION BOX INSTALLATION DETAILS M TYPE T BOX m flap TYPE o' Box /18. HOOK DETAIL PLAN SYMBOLS a.,..en JUNCTION BOX DETAILS v ADOPTED •� CITY OF RENTON -�� Standard plans 1° EST DATE: 11/89 DWG. NAME: JR -36 SP PAGE: J016 SPLICE KIT DIAMETER = 7/8" do ' n � /o" LOAD LINE /4" FUSE 1/4" /8" �0 0 1/8" 1 CUTTING RINGS ofFUSE KIT FUSE KIT & SPLICE KIT DETAILS rJ� O ADOPTED CITY OF RENTON .. Standard plans LST DATE: 11/5/96 O Z nATF i DWG. NAME: JR -12 SP PAGE: JO 13 LIGHTING STANDARD & JUNCTION BOX —7 0 ov o Ov ° °ov o 4 o D D ° O 4 v° o D O o ° v Dv °D A 4 ° ° °4 a ° O PLAN VIEW 3 ° D Do D z D o °D o D `x a ° ' O O 4 0 _ ° � O Dv STREET LIGHT POLE JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX O 0 1, ov O ° D v D M TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD 3' -0 "- DEEP 4 } = FRONT VIEW 4 NOTE: CLASS 'B' CONCRETE D z D TO BE USED IN ° o i Ddo CONSTRUCTICN OF PAD 4 J 0 O 4 0 ° D n v D ° CONCRETE PAD DETAILS n o n Dv D 1' G� ADOPTED PLAN VIEW CITY OF RENTON ♦ J Standard. plans LST DATE: 10/30/96 R� DWG. NAME: JR -07 SP PAGE: J008 aTa>a' nl GENERAL NOTES 1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE TURNED INWARD) ON ALL SIDES 2. 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUT AND WASHERS 3. 4 -1/4 TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 4- 1/2'X16 "GALVANIZED ANCHOR EDLTS CONDUIT ENTR. G. L. cu J— -&L. AREA U p A a 0 d v o (U� A 0 0-0 SIZE TO I SIZE TO' PLAN VIEW FIT CABINET FIT CABINET FRONT VIEW SIDE VIEW CABINET FOUNDATION STREET LIGHT CONTA':TOR CABINET AND CABINET FOUNDATION rJ� ADOPTED CITY OF RENTON Standard plats N 5 LST DATE: 12/36 DWG. NAME: JR -09 SP PAGE: J010 3' -0 "- SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD I- 3' -0 "- 4 i Ma O > oe pe FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS U� Y ADOPTED CITY OF RENTON ,p- = Standard plans T LST DATE: 10/30/96 DWG. NAME: JR -36A SP PAGE: J015 RECOMMENDED FOR APPROVAL BY o�a,_�Y A.. i DATE < c /o, BY DATE BY DATE RECORD DOCUMENT BY 9", DATE 9 "Xr-4 __ 08,'T- 33 58 T -33 Roll H C HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 to L. 425- 277 -5718 fax hte @comcast.net CD dUM & & 1Wr,6