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HomeMy WebLinkAboutTED4001782.61T"IPE 0 ME7AL FRAME AND GRATE -- FOR CATCH BASINS AND INLETS (�� A I PREMOLDED JT. FILLER 4 D i I FLOW 00 I � I 2'— ?" i I �A INLET DETAIL, ?_,-0 11 3' - 0,• --+� 3" GUTTER LINE I CV PREMOLDED JT. FILLER ?• 6tor h � 04 6.0 % POURED IN PI —ACE CEMENT CONCRETE 464 T1E_./ t' =• CURB ANO GUTTER �I, is ' 464 TIE 1'- 4 5/8'. 1 BASIN INLET .N i m N t7 r SECTION A —A DRAWN CHECKED PROJ. ENGR. DIST. ADM. 7 oage HOE DOT FORM 221-011 Revised 6/80 CATCH BASIN DETAIL 33, 3It SHAFT 2" N.P.S. 80" /SLIPFITTER 18 4%j" 0. D. .188 WALL BRACKET 59" R. ALUM. ALLOY 6063-TG �2BNC LOCKBOLT GR. 16 - 6 S.S. FLUSH JOINT \_4�" 0. D. REGION NO. STATE FEDErRALAID PRJJECT NO. SHEET NO. !0 WASH. BRM— 1288 (2) I-405-3(635) i I i ROADWAY TAPERED ALUM. POLE .219 WALL ALLOY 6063- T6 400~ SATIN GROUND FINISH I 3 BRIDGE I SI TAPERED ALUM. POLE 250 WALL ALLOY 6063 -T6 SATIN GROUND FINISH �j�CCC FOR BOLT PATTERN, SEE BRIDGE MOUNTED POLE DETAIL i I1" TO 12" 1 BOLT CIRCLE II (4) 1" B N C GALV . STL. 4 1/2" OF BOLT ANCHOR BOLTS WITH NUTS AND WASHERS ABOVE FINISHED, GRADE. 8 " 0.0. 151 HANDHOLE 4": 6" OPEN ING I., GROUND LUG W/COVER AND 1 /11�S. S. SCREWS I• . •. �' IS 4 j 0 146 BASE FLANGE ALLOY •: t -..,6063-T6 WITH BOLT �`'•'�►'-) COVERS 9 S.S. SCREWS ST ANDARD 40' DAVIT POLE No STATE FFn Ain PROD. NO. S NOT STOT EET! BRM-122.6(2) 10 WA`'" 1 405-3 (ro35) .... ."ER 1 83A110(0 NO. DATE REVISION BY APP'D I o7�a yF 83W 106 2" N. P.S. 460" /SLIPFITTER 4%4" 0. D. .188 WALL BRACKET 3'0" R. ALUM. ALLOY 6063- T6 _/2" B N C LOCKBOLT GR. 18-8 S.S. FLUSH JOINT 0. D. 1 TAPERED ALUM. POLE .250 WALL ALLOY 6063- T6 SATIN GROUND FINISH 15" DIA. BOLT CIRCLE I" B N C GALV . STL. / HOR BOLTS WITH S AND WASHERS 51 HANDHOLE "s 6" OPENING I�COVER AND �. S. SCREWS ;E FLANGE ALLOY 53—T6 WITH BOLT 6OVERS L S.S. SCREWS BRIDGE MOUNTED 40' DAVIT POLE FOR LUMIMAIRF SCHEDULE, SEE SHEET 21A DIVISION OF HIGHWAYS dune 27,1983 h.Af r i%V V LU — _2— STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE B SERVICE 120/240 VOLT B) (A) (B MAIN BREAKER 2 POLE 240 VOLT M _ BRANCH c cr BREAKERS E D uj 120/240 VOLT Z 16 POL E TEST A SWITCH B B f f A I•I B B C ICI TERMINA B BLOCK UTILITY B B B PLUG A (G.F.1.) STREET LIGHTING CONTACTORS A A A B B B B B D j CIRCUIT WIRES TO LIGHTING RUNS WIRING COLOR CODE TO GROUND PHOTOCELL R00 MOUNTED ON A. WHITE JACKET (NEUTRAL) NEAREST B. BLACK JACKET (LINE) LUMIN-AIRS C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) r GREEN OR BARE COPPER (GROUND) STREET LIGHT CONTACTOR CABINET a CABINET FOUNDATION 2 �7N GROUNDLINE 4 SIZE TO FIT r CABINET FRONT VIEW — II I� MIN. FRONT VIEW VENT j O 7- CEO I I\ 10" MIN. PLAN VIEW SIDE VIEW CABINET EQUIPMENT LOAD CENTER TEST SWITCH & UTILITY PLUG STREET LIGHTING CONTACTORS I. PIN TUMBLER -TYPE STAINLESS STEEL "BEST CORE LOCK" (OR EQUAL) KEYED FOR CORE CX-1 WITH 2 KEYS. 2.. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL. 3. WELDED SEAM CONSTRUCTION. 4. DOOR WITH CONCEALED HINGES (LEFT SIDE). 5. INTERIOR - WHITE BAKED -ON ENAMEL. 6. EXTERIOR - GRAY - ETCH GALVANIZED SURFACE BEFORE PAINTING. 7. POTTOM OPEN - 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES. 8. 4- 1/2" x 16" ANCHOR BOLTS W/NUTS AND WASHERS. 9. 4 - 1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES. CABINET FOUNDATION A01k Washington State wro Department of Transportation _J .SIZE TO FIT CABINET SIDE VIEW I/c- x it) ANCHOR BOLTS CONDUIT ENTR. AREA — 0 0 O O 0 0 G. Rq� AFL c z PLAN VIEWS QISTER'° W1 " I A"' R�CORD A N u NA L S.W. GRADY WAY � �� BRIDGE REPLACEMENT ILLUMINATION DETAILS R4ft **7 scnrynen roaa z 6 M3 MICROFIL" _ 2D 63 SHEETS L?-/ / 171