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Home My WebLink AboutT-330007M w 1 3 ° o °a CD g f1 F- (n W Ld Y O O a M Z O 2 r� J J Q i- W Z O Q c_Z G J _j 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. A JUNCTION BOX DIMENSION TABLE c ITEM BOX TYPE TYPE 1 ALTERNATE A ALTLTBNTE D TYPE 2 A Box Outside len th 22" 22' I 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' 126 1/2- F Lid Width 13" 13" 17" G Box Depth 12° 12" 12° H Lid &Frame De th 5 T6° 5/16" 5 16' J W II Thick M' 1 1 2" ° STREET LIGHT POLE JUNCTION BOX v - 1 I I E Lin PLAN VEW' LIGHTING STANDARD & JUNCTION BOX �7A_ SI DE VIEW o v u v v` 0° DEEP O DO° d °o a ness n. 1 1/2- 1 1 2 K Wire Reinforcement W -3 W -2 -5 W -2.5 Oo vro L Le end See Detal See Detal gee Cetal po e d d d vo f]F.VADON YEW ITEM MATERIALS 000 TYPICAL JUNCTION BOX "C" Box 6000 P9 concrete See Notes •Frame Diamond Plate Steel - A786 r r ° °d CONCRETE PAD • Lid Support i in "kk Sted G L or L - A36 -I� • Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate 6Pw�AD INDIVIDUAL JUNCTION B 0 X 4„ ± I-- -ti . 0 �� I- 0° -I o Reinforcement ASTM A -82 Steel *GALVANIZED STEEL m o v ° 0 D ° o v a PON Box wruTlON DU.S ° 7 LL- o°4 O o- � NOTE: CLASS 'B' CONCRETE FRONT VIEW SIDE VIEW LEGEND DETAIL (M °* L z D TO BE USED IN } z - SIGNALS T 17 TYPE Tr Box ° o i De0 CONSTRUCTION OF PAD LIGHTING i `- �°"^4ia9 J as TS -LT Naas2EM PANsvueos 4 00 TYPICAL CONCRETE PAD DETAILS rno TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND °"°`°"'"' o o c JUNCTION BOX DETAILS o P ° Dv o ° o < 1' CONCRETE PAD DETAILS E ADOPTED OD mN. L TA Y ADOPTED 1' Y ADOPTED v Y CITY ADOPTED Form C Form Letters with 1/B° Weld CITY OF RENTON CITY OF RENTON . ` E a, Bead. Grad off Di,m °ad „�� * s * PLAN VIEW * • v �9 o rn Pattern before f °mla9 � letters. Standar d plans Standard plans Standard plans _ ILLUMINAmoN SYSTEM LEGEND LST DATE: 11/89 • LST DATE: -1.0/30/96 T LST DATE: 10/30/96 DATE REVISION I BY PPR' DWG. NAME: JR -36 SP PAGE: JO DATE : REVISION BY APPR D DWG NAME: JR 07 SP: PAGE: J008 .DATE REVISION eY APPR'D DWG. NAME: JR -36A SP PAGE: JO 15 r EPDXY FILL EPDXY FILL g GENERAL NOTES o z� INLINE SPLICE 1. CABINET BOTTOM OPEN 2" MOUNTING FLANGE {TURNED INWARD) ON ALL SIDES WYE SPLICE 3. 4- 1 %4"XTRIANGULARIZ HAPED CORN R,_ 0 K- DOWSNAPLATES HERS ANCHOR BOLTS SPLICE KIT - am m am o 5 g _ A-1 1:D1VIC1r.AI \/AKIT7E-n TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE 3' -0" MIN. �rl'-6- 1, 6" D1 4„ FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD _ i 3' -0" I-- 3' -0 "�I 4" FRONT VIEW SIDE VIEW T 0 ov o ov °OV o _ H 4 o v0 D O 0 v ov oD Y. ADOPTED .e CITY OF RENTON dv o ° O Q FIT CABINET FIT CABINET PLAN VIEW O o vD° 15324 Southeast 133rd Court, Renton, Washington 98059 1/8, p - ° 1/8" CUTTING RINGS CABINET FOUNDATION standard Plane IST DATE: 12/96 N O o 4 D ,. 3- DATE Q' -30-07 owlBes:onl/oY 425- 277 -1740 tel. 425-277-5718 fax hte @comcast -net -- 0 oDO D4 d AD e D 0u IF- pv ° STREET LIGHT POLE JUNCTION BOX �7A_ SI DE VIEW o v u v v` 0° DEEP O DO° d °o a ness n. 1 1/2- 1 1 2 K Wire Reinforcement W -3 W -2 -5 W -2.5 Oo vro L Le end See Detal See Detal gee Cetal po e d d d vo f]F.VADON YEW ITEM MATERIALS 000 TYPICAL JUNCTION BOX "C" Box 6000 P9 concrete See Notes •Frame Diamond Plate Steel - A786 r r ° °d CONCRETE PAD • Lid Support i in "kk Sted G L or L - A36 -I� • Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate 6Pw�AD INDIVIDUAL JUNCTION B 0 X 4„ ± I-- -ti . 0 �� I- 0° -I o Reinforcement ASTM A -82 Steel *GALVANIZED STEEL m o v ° 0 D ° o v a PON Box wruTlON DU.S ° 7 LL- o°4 O o- � NOTE: CLASS 'B' CONCRETE FRONT VIEW SIDE VIEW LEGEND DETAIL (M °* L z D TO BE USED IN } z - SIGNALS T 17 TYPE Tr Box ° o i De0 CONSTRUCTION OF PAD LIGHTING i `- �°"^4ia9 J as TS -LT Naas2EM PANsvueos 4 00 TYPICAL CONCRETE PAD DETAILS rno TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND °"°`°"'"' o o c JUNCTION BOX DETAILS o P ° Dv o ° o < 1' CONCRETE PAD DETAILS E ADOPTED OD mN. L TA Y ADOPTED 1' Y ADOPTED v Y CITY ADOPTED Form C Form Letters with 1/B° Weld CITY OF RENTON CITY OF RENTON . ` E a, Bead. Grad off Di,m °ad „�� * s * PLAN VIEW * • v �9 o rn Pattern before f °mla9 � letters. Standar d plans Standard plans Standard plans _ ILLUMINAmoN SYSTEM LEGEND LST DATE: 11/89 • LST DATE: -1.0/30/96 T LST DATE: 10/30/96 DATE REVISION I BY PPR' DWG. NAME: JR -36 SP PAGE: JO DATE : REVISION BY APPR D DWG NAME: JR 07 SP: PAGE: J008 .DATE REVISION eY APPR'D DWG. NAME: JR -36A SP PAGE: JO 15 r EPDXY FILL EPDXY FILL g GENERAL NOTES o z� INLINE SPLICE 1. CABINET BOTTOM OPEN 2" MOUNTING FLANGE {TURNED INWARD) ON ALL SIDES WYE SPLICE 3. 4- 1 %4"XTRIANGULARIZ HAPED CORN R,_ 0 K- DOWSNAPLATES HERS ANCHOR BOLTS SPLICE KIT - am m am o 5 g _ A-1 1:D1VIC1r.AI \/AKIT7E-n TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE 3' -0" MIN. �rl'-6- 1, 6" D1 4„ FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD _ i 3' -0" I-- 3' -0 "�I 4" FRONT VIEW SIDE VIEW z - w FUSE KIT RECOMMENDED FOR APPROVAL BY DATE pRTlly STREET LIGHT CONTACTOR CABINET BY DATE (�F;wASy,NS' FUSE KIT & SPLICE KIT DETAILS AND CABINET. FOUNDATION ANCHOR BOLTS CONDUIT ENTR. DIAMETER = 7/8" AREA G;L v o _ H 4- 7 /g "--I L PLAN VIEW Y. ADOPTED .e CITY OF RENTON ADOPTEIL: CITY OF RENTON ' =�` ' SIZE T❑ SIZE TO - _ LOAD LINE FIT CABINET FIT CABINET - 1�4" FUSE 1/4" FRONT VIEW SIDE VIEW 15324 Southeast 133rd Court, Renton, Washington 98059 1/8, p - ° 1/8" CUTTING RINGS CABINET FOUNDATION standard Plane IST DATE: 12/96 N z - w FUSE KIT RECOMMENDED FOR APPROVAL BY DATE pRTlly STREET LIGHT CONTACTOR CABINET BY DATE (�F;wASy,NS' FUSE KIT & SPLICE KIT DETAILS AND CABINET. FOUNDATION BY DATE z H E HERMAN TRAFFIC ENGINEERING Y. ADOPTED .e CITY OF RENTON ADOPTEIL: CITY OF RENTON ' =�` ' ? 0 C30 fsS,onALeNa` - RECORD DOCUMENT 15324 Southeast 133rd Court, Renton, Washington 98059 Standard plays LST DATE: 11/5/96 i standard Plane IST DATE: 12/96 N nn !!• BY K�U/�. ,. 3- DATE Q' -30-07 owlBes:onl/oY 425- 277 -1740 tel. 425-277-5718 fax hte @comcast -net -- DWG- NAME: JR -12 SP PAGE: JO 13 DWG. NAME: JR -09 SP PAGE: JO10 A'b:T- 330001 a�,ix ca , r 3A 3 awlvM ' 01 YOGA` :. v -