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HomeMy WebLinkAboutT-313803JM 1 F ~ x n �aa in Z J Z W O 2 � w z _U J U In a. a� v o �z s� 00 oa Q LIJ a a c E � L E M' E �N �i o a� 2 �8 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 289 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 on H -20 Load Test. JUNCTION BOX DIMENSION TABLE I I L�I �®®,� PLAN VIEW it fflL'I MTN O Ov O Ov ©�� 00 ° D Ovp o0 d v0 rDIAMETER = 7/8" • Frame Diamond Plate Steel - A786 Avd • Lid Support 1 8 °Min. Thick Steel C, L or T. - A36 °O Do d po • Lid Diamond Plate Steel - A786 JUNCTION BOX Anchors Steel Wire or Tee Plate 6" GRAVEL PAD COMPACTED 1/4" FUSE 1/4" 0 1/8" CUTTING RINGS Reinforcement ASTM A -82 Steel Ej D0 _ *GALVANIZED STEEL TYPICAL JUNCTION BOX INSTAU_ATON DETAILS LEGEND DETAIL (Mark L) I-�� 0� ®gym_ ®■� ®_ LIGHTING ^ "''"° TS —LT HOOK DETAIL PLAN SYMBOLS ae�wu0. TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND JUNCTION BOX DETAILS I I L�I �®®,� PLAN VIEW it fflL'I EPDXY PO INLINE SPLICE WYE SPLICE ,hI m;p SPLICE KIT ELEVATION VIEW O Ov O Ov ITEM Box MATERIALS 6000 PSI concrete See Notes 00 ° D Ovp o0 d v0 rDIAMETER = 7/8" • Frame Diamond Plate Steel - A786 Avd • Lid Support 1 8 °Min. Thick Steel C, L or T. - A36 °O Do d po • Lid Diamond Plate Steel - A786 JUNCTION BOX Anchors Steel Wire or Tee Plate 6" GRAVEL PAD COMPACTED 1/4" FUSE 1/4" 0 1/8" CUTTING RINGS Reinforcement ASTM A -82 Steel Ej D0 _ *GALVANIZED STEEL TYPICAL JUNCTION BOX INSTAU_ATON DETAILS LEGEND DETAIL (Mark L) I-�� m TYPE t' Box SIGNALS T SA a TYPE '11' BOX LIGHTING ^ "''"° TS —LT HOOK DETAIL PLAN SYMBOLS ae�wu0. TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND JUNCTION BOX DETAILS T� L Y ADOPTED Form Letters with 1/8^ Weld Bead Grind off Diamond I 1 -I CITY OF RENTON eaiees» before r °rm' »9 ♦ ♦ Standard plans ILLUMINATION SYSTEM LEGEND NT.. LST DATE: 11/89 ITF rzFVIanM fzv 1A. a DWG. NAME: JR -36 SP PAGE: JO 16 EPDXY PO INLINE SPLICE WYE SPLICE ,hI m;p SPLICE KIT LIGHTING STANDARD & JUNCTION BOX PLAN VIEW STREET I SIDE VIEW (® 7 I O Ov O Ov E 00 ° D Ovp o0 d v0 rDIAMETER = 7/8" 1 4o o del X> d a- Q Avd a 0 I-- 4-7/8" °O Do d po DO m LOAD LINE JUNCTION BOX 1/4" FUSE 1/4" 0 1/8" CUTTING RINGS Ej D0 _ FUSE KIT LIGHTING STANDARD & JUNCTION BOX PLAN VIEW STREET I SIDE VIEW (® 7 I O Ov O Ov oOV O 00 ° D Ovp o0 d v0 ep. Oov o Dv D 1 4o o del X> d Avd n Do °O Do d po p dD e v pv p Op IGHT POLE JUNCTION BOX 1 I� 4" DEEP ° D °e Avp u D pp O vo v0 p °d d �d d V0 d d d Ov0 INDIVIDUAL JUNCTION BOX OvOo OODoO`'O ° e ° oa a NOTE: CLASS .'B' CONCRETE p z D TO BE USED IN d o i pao CONSTRUCTION OF PAD G O O a CONCRETE PAD DETAILS OD 1' Y ADOPTED PLAN VIEW CITY of RENTON O Standard plans NZ LST DATE: 10/30/96 REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE 3' -0" ��V-6" ~� MIN. 4 f 1 1,-6" p FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "I" CONCRETE PAD 3' -0 "-I I- 3' -0 " -I 4' FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "II" CONCRETE PAD i 1�41-0 11 1 . 3'-0" 4 } °° eel .a8 ..c FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS Y ADOPTED CITY OF RENTON ♦ !7Ir ,p_ ? Standard plans 7 LST DATE: 10/30/96 DWG. NAME: JR -36A SP PAGE: JO 15 T4 '3 RECOMME ,ED FOR APPROVAL BY' DATE BY ele , A. d, DATE �i e a 4rQ�SMA WAsNyF� C BY DATE ®y z H C HERMAN TRAFFIC ENGINEERING RECORD DOCUMENT y °eReOISTE 15324 Southeast 133rd Court, Renton, Washington 98059 - S /ONAL EN11-7 -� 7 425- 277 - }740 tel. 425- 277. -5718 fax hte @comcast:net BY DATE E%PIRES:.: 01731/09 c0- T- 3t3�ao3 OEGOS?AD7 , ■ ,