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HomeMy WebLinkAboutT-207102O H F z w a = 4.1 U M C2�Fr oZ =w� w U- GO _j Ld x¢ c~ -nmOL, U ¢w oy.zX �O w¢O¢ a:2U:2 o l CA 6" BA I Z w ---F _i 11 1 vm k I , nt ALL ONE SPARE —� — " "-' ALL CONDUIT TO CLEAR TOWER CENTER BRACE OF CABINET BY 1/2" MIN. 44CHOR BOLTS AND DATA FOR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER SHIM TO PLUMB N NOTES: TO GROUND SEE NOTE 5 p pq0 AND PEDESTAL MOUNTS SHALL BE CLASS B CONCRETE UNLESS A T i . .4 HOOPS N NOTED OTHERWISE ON THE PLANS. NOTES: •4 BAR EACH CORNER C. GREEN JACKET (GROUND) I III W WHERE PAD OF PEDESTAL MOUNTS ARE LOCATED IN A SIDEWALK, CONSTRUCT MOUNT TOP FLUSH WITH SIDEWALK GRADE, OMITTING IIII C CHAMFER WHERE TOP AND SIDEWALK ABUT. LJLJ 3/8" DIAMETER PLASTIC DRAIN HOLE P PAD MOUNT DESIGN IS TYPICAL CONTRACTOR SHALL UTILIZE INST LOCATE CONDUITS 2' CONDUIT AND CAP: CENTRALLY IN FOUNDATION OTHERS AS REQUIRED. DETAIL PAD MOUNT CABINET FOUNDATION B SCALE: NONE 4145 H z -00 w 0 VENT 16° 10" MIN. MIN. FRONT VIEW PLAN VIEW SIDE VIEW CONTACTOR CABINET CABINET EQUIPMENT LOAD CENTER TEST SWITCH & UTILITY PLUG STREET LIGHTING CONTACTORS 1. PIN TUMBLER -TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR 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. BOTTOM OPEN- 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES 8. 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS 9. 4 -1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 4 -1 /2" X 16" GALVANIZED ANCHOR BOLTS G.L" G.L. CONDUIT ENTR. AREA �. a A V CN N Q 0 0 4 Q d Q SIZE TO FIT CABINET SIZE TO FIT CABINET FRONT VIEW SIDE VIEW PLAN VIEW CABINET FOUNDATION STREET LIGHT DETAIL CONTACTOR CABINET FOUNDATION 1 O Tk'� -4/ ?O� SCALE: NONE 45 45 � 1.4 MIN. ►{ i r< 14" ►T T 100 AMP PANEL WITH BRANCH BREAKERS AS REQ'D MAIN 3 LTG— I ETT i 4" L I F{ I I EPDXY FILL EPDXY FILL - r MALE FEMALE BUSHINGS O PE CELL INLINE SPLICE o TERM. STRIP 77. LICE 48" Q SPLICE KIT TEST GFI SWITCH RECEPT. I F1 DIAMETER = 7/$„ LIGHTING — r 4 CONTACTORS REQ D RS I LOAD LINE 1/4" FUSE 1/4" SERVICE FEEDERS o RACEWAY WITH L CUTTING RINGS COVER g FUSE KIT DETAIL TYPE III SERVICE CABINET 7 SCALE: NONE 45 45 TEST SWITCH 2" N_P.S. SLIPFITTER R TERMINAL BLOCK - LBRACKET CABLE 2 B 2" BY 3/4" REDUCING WASHER 3/4" ROMEX CONNECTOR A WITH LOCKNUT SINGLE OR DOUBLE MAST 3j4° ARM AS REQUIRED FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST ARM WIRING DETAIL DETAIL STRAIN RELIEF 11 SCALE: NONE 45 45 18 17 16 1�5 14 13 12 11 10 9 8 7 6 MICROBOX R146 DETAIL FUSE KIT & SPLICE KIT 8 SCALE: NONE 45145' B A B 100 A MAIN BREAKER (MIN.) 2 POLE 240 VOLT O k�E BRANCH BREAKERS 120/240 VOLT 16 POLE B A II B C o II B I A PLUG (GFI) JUNCTION BOX DIMENSION TABLE AM BOX TYPE R ITEM TYPE 1 TYPE 2 K ALTERNATE A TRNATE B A Box Outside len 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 Len th 18' 18" 26 1/2" F Lid Width 13" 13" 17" G Box De th 12" 12" 12" H Ud & Frame Depth 5/16" 5/16' 5/16" J Woll Thickness Min. 1 1 2" 1 1/2" 1 1/2" K Wire Reinforcement W -3 W -2.5 L Legend See Detail See Detail See Detail A L C i I ra0 i i I'll PLAN VIEW 1 il r° K ITEM MATERIALS ELEVATION VIEW Box 6000 PSI concrete See Notes s Frame Diamond Plate Steel - A786 • Lid Su ort 1 Min. (hick Steel C, L or T. - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate r „tea Reinforcement ASTM A -82 Steel • GALVANIZED STEEL Nom 1, Nom. E °^D DDMPn D LEGEND DETAIL( ) I N LIGHTING T51- TYPICAL JUNCTION BOX INSTALLATION DETAILS TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND d m TYPE 'I' BOX e Deea. ertea ex ova �g ,! � u /+s,rm O TYPE 'll' BOX IIf-- -omlll HOOK DETAIL PLAN SYMBOLS ILLUMINATION SYSTEM LEGEND (2 Hooka per Ud) 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. DETAIL JUNCTION BOX 9 SCALE: NONE 45 45 INSTALL DECAL NUMBERS VERTICALY. INSTALL IN VERY DRY WEATHER 50' F OR ABOVE. v NUMBERING EXAMPLES LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER OWNED OWNED MOUNTING AFC, HEIGHT 9� 15 FEET � + q�F 45° T-20*7/ TRAFFIC 1 3/4 -2" FLOW DECAL: REFL ECTORIZED GOTHIC GOLD d OR WHITE LEGEND N ON BLACK BACKGROUND N N STREET LIGHT DETAIL STANDARD DECAL NUMBERING SYSTEM / I J \ CIRCUIT WIRES TO LIGHTING RUNS PHOTO -CELL TO GROUND MOUNTED ON NEAREST WIRING COLOR CODE ROD SCALE: NONE LUMINAIRE A. WHITE JACKET (NEUTRAL) B BLACK JACKET (LINE) NOTES: C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) 1. RECORD DRAWING INFORMATION OBTAINED FROM CONTRACTOR'S AS- BUILTS. A L C i I ra0 i i I'll PLAN VIEW 1 il r° K ITEM MATERIALS ELEVATION VIEW Box 6000 PSI concrete See Notes s Frame Diamond Plate Steel - A786 • Lid Su ort 1 Min. (hick Steel C, L or T. - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate r „tea Reinforcement ASTM A -82 Steel • GALVANIZED STEEL Nom 1, Nom. E °^D DDMPn D LEGEND DETAIL( ) I N LIGHTING T51- TYPICAL JUNCTION BOX INSTALLATION DETAILS TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND d m TYPE 'I' BOX e Deea. ertea ex ova �g ,! � u /+s,rm O TYPE 'll' BOX IIf-- -omlll HOOK DETAIL PLAN SYMBOLS ILLUMINATION SYSTEM LEGEND (2 Hooka per Ud) 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. DETAIL JUNCTION BOX 9 SCALE: NONE 45 45 INSTALL DECAL NUMBERS VERTICALY. INSTALL IN VERY DRY WEATHER 50' F OR ABOVE. v NUMBERING EXAMPLES LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER OWNED OWNED MOUNTING AFC, HEIGHT 9� 15 FEET � + q�F 45° T-20*7/ TRAFFIC 1 3/4 -2" FLOW DECAL: REFL ECTORIZED GOTHIC GOLD d OR WHITE LEGEND N ON BLACK BACKGROUND N N STREET LIGHT DETAIL STANDARD DECAL NUMBERING SYSTEM / I J \ CIRCUIT WIRES TO LIGHTING RUNS PHOTO -CELL TO GROUND MOUNTED ON NEAREST WIRING COLOR CODE ROD SCALE: NONE LUMINAIRE A. WHITE JACKET (NEUTRAL) B BLACK JACKET (LINE) NOTES: C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) 1. RECORD DRAWING INFORMATION OBTAINED FROM CONTRACTOR'S AS- BUILTS. STREET LIGHT �� ® ®e• ®v ® ® ® ® ® ® ® ® ® ®� SCHEMATIC CONTACTOR CABINET WIRING 12 t 0 SCALE: NONE TYPE III SERVICE 120/240 VOLT 4545 ®RECORD DRAWING �mmwms®ie®m..mmm.oi S. 1/2. SEC. 24. TAX. R. 4E. ft r_a � KCL/07.07.94 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20