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HomeMy WebLinkAboutT-338504P AN, " kff "'0' 1 M� r � A if a *ppt P AM i� �v a. i n NOTES: LIGHTING STANDARD & JUNCTION BOX TYPICAL LIGHT BASE AND .JUNCTION BOX 0 All dimensions are minimum. Exact configurations vary among different manufacturers. CONCRETE PAD 8— The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 1' Boxes shall be 28% minimum of overall thickness. a T -0 VARIABLE 3i -0" Lid support members shall be welded to the frame. O d,. ov °O ov p °OV o �1,_6••: M.IN. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded 'O ° D Ov oo e c o >oV wire fabric welded to the frame. d evd o v0 ° A a o v ov °vb When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12° deep ° O O �. o 1' -6" extension boxes. o° ° o z' D D PLAN VIEW O p vA p b = eo 3' 1 1 1 When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 O ° O -4 o co 4 gage divider plate complete with fasteners. ° J Non- concrete Boxes may be submitted for approval. Evoluction will include an H -20 �D° Load Test. °o No e A Oo J .JUNCTION BOX DIMENSION TABLE I c P - i STREET LIGHT POLE JUNCTION BOX O w � Q � Z O w Q QJ ccz J G J FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" 1„ CONCRETE PAD I. 3'-0" 1-3' 0 "-I PLAN VIEW SIDE VIEW ° v o v v , , o P`i; '. 0 4" DEEP 4 O OB evD o Ll ca LL O o vo Ie I vo .FRONT VIEW SIDE VIEW '1 ELEVATION VIEW - ITEM MATERIALS ov"o TYPICAL JUNCTION BOX `C Box 6000 PSI concrete See Notes w." • Frame Diamond Plate Steen- A786 oe CONCRETE PAD O • Lid Support 1 8'Min..Thick Sted C, L or T. - A36 ° a { -- 3' 0 "- + An ':SDiamond el. Wire or Tel - late INDIVIDUAL JUNCTION BOX - F�4• —o" ; Anchors Steel Wire or Tee Plate s- GRAVEL PAD , „. o . 6e< apo' o COMPACTED 4 •.: o Reinforcements ASTM A -82 Steel. o *GALVANIZED STEEL o v O° o° p ° o v a O y TYPICAL JUNCTION BOX INSTALLATION DETAILS b v Ll 00 3:°Q LEGEND DETAIL (Mar L) I I' = "°� I m TrPE r sox ° :oe °a NOTE: CLASS 'B' CONCRETE FRONT VIEW SIDE VIEW n z p TO BE USED IN } Z - SIGNALS J5 v TYPE •1' BOX ° o � Ddo CONSTRUCTION OF PAD Du LIGHTING J �n nk „�• d J 00 1J as TS -LT. 1HOOx.OfrA� PLAN SYMBOLS - a TYPICAL CONCRETE PAD DETAILS mp TELEMETRY TRAFFIC SIGNAL SYSTEM Lr_c_END - ° ° b o ° 1' CONCRETE PAD DETAILS JUNCTION BOX DETAILS 0.. ° cv v v , m E T I. '_ Y ADOPTED OF RENTON 1 ` CITY OF ADOPTED Cl\ Y CITY D OF RENTON cN Form Letters w'th 1/8” Weld 'E C, 9eod. Grnd off Damond ,. ,:„ PLAN VIEW • 44 �II a C, Pattern before forming : f o ° letter.. p- Standard plans Standard plans p - -• _ = Standard plans drj ILWMINATION SYSTEM LEGEND NT LST DATE: 11/89 NS LST DATE: 10/30/96 N"C LST DATE: 10/30/96 DATE REVISION BY APPR DWG. NAME: JR -36 - SP PAGE: JO 16 DATE REVISION BY APPR 11 DWG. NAME: JR -07 SP PAGE: J008 DATE REVISION BY APPR D DWG. NAME: JR -36A SP PAGE: J015 �; a I FUSE KIT a- FUSE KIT & SPLICE KIT DETAILS Y O ADOPTED CITY OF RENTON a Standard plans LST DATE: 11/5/96 DWG. NAME:JR -12 SP PAGE:J013 RECOMMENDED FOR APPROVAL BY �e�.. -•/+i. G��.,.,,.a..i DATE s v� STREET LIGHT CONTACTOR CABINET BY DATE f �AASN F AND CABINET FOUNDATION BY DATE z 1E=. HERMAN TRAFFIC ENGINEERING � Y O ADOPTED DTFY OF RENTDN RECORD DOCUMENT 307' 0 �- � � + °FSS 'STEaE���`�r` 15324 Southeast 133rd Court, Renton, Washington 98059 ,p— Standard ptens aNALEN E`Nj0 LST DATE: 12/96 425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net BY DATE EXPIREB °,�3,�as DWG. NAME: EPDXY FILL EPDXY FILL„ GENERAL NOTES wo € zoo INLINE SPLICE 1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES 2 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUT AND WASHERS WYE SPLICE SPLICE KIT 3. 4-1/4" TRIANGULAR SHAPED CORNER LOCK DOWN PLATES ° JR -09 SP PAGE: J010 4- 1/2"X16 "GALVANIZED ANCHOR BOLTS CONDUIT ENTR. a a DIAMETER - 7/8„ _ 4- 7/8 --I AREA G,L. N I -G.L. V A a A A V o N o A A O O A n d A d a I PLAN VIEW o T LOAD LINE SIZE T❑ SIZE T0� FIT CABINET FIT CABINET 1/4" FUSE 1/4" FRONT VIEW SIDE VIEW 1 /8' © 0 1 /8" CUTTING RINGS I CABINET FOUNDATION I FUSE KIT a- FUSE KIT & SPLICE KIT DETAILS Y O ADOPTED CITY OF RENTON a Standard plans LST DATE: 11/5/96 DWG. NAME:JR -12 SP PAGE:J013 RECOMMENDED FOR APPROVAL BY �e�.. -•/+i. G��.,.,,.a..i DATE s v� STREET LIGHT CONTACTOR CABINET BY DATE f �AASN F AND CABINET FOUNDATION BY DATE z 1E=. HERMAN TRAFFIC ENGINEERING � Y O ADOPTED DTFY OF RENTDN RECORD DOCUMENT 307' 0 �- � � + °FSS 'STEaE���`�r` 15324 Southeast 133rd Court, Renton, Washington 98059 ,p— Standard ptens aNALEN E`Nj0 LST DATE: 12/96 425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net BY DATE EXPIREB °,�3,�as DWG. NAME: J11R b b ftARR JR -09 SP PAGE: J010 J11R b b ftARR