Loading...
HomeMy WebLinkAboutT-341202r- 0 O N O N Li Q z Wzo z LLJ�U) Q wz WN F— z ry O U 0 � >- J w ry z O +3 co Lo E­4 13 a a� t� rn C M Ok !"4 C �I C v CL N 0 N J 'go � $ Q Poo 4 o 8 0 n tS � r a El� FREE OPENING 4.29 H.C., 31 L2° MATERIAL, CAST ALUMINUM NOTE, BOLTS CIRCLE ALLOWED, 9 1/4' @ 12 3/4° 12 1/2'27 111/2, 0' Z4Il ANCHORI PLATE I UMINATRE Z40- WATT- DICT -A -VD T- F 4- PH7 /VD T -CO Tx D c- RIPTION OF -OMPON RTC, FINIAU DECORATIVE CAST 356 ALUMINUM, MECHANICALLY ASSEMBLED. CUPOLA, BEC13RATIVESPUN ALUMINUM 1100 -0, MECHANICALLY MOUNTED ON HOOD. HOOD, SPUN ALUMINUM 1100- 0DOME, MECHANICALLY ASSEMBLED DR THE LUMINAIRE. GUARD IN A ROUND SHAPE, THIS GUARD IS A CAST 356 ALUMINUM WITH DECORATIVE ARMS WELDED TO • p�JECT[ON THE FITTER, GLOBE, MADE OF ONE -PIECE SEAMLESS INJECTED- MOLDED CLEAR ACRYLIC HAVING A PRISMATIC EXTERIOR SURFACE THE GLOBE IS MECHANICALLY ASSEMBLED ON THE ACCESS MECHANISM. COMES WITH 4 STEEL LAMP- BOLTS, 3/4 °x17' +3', 8 NUTS AND 8 WASHERS. LAM WATTAGE TO HE ITERMINFn o IMPOITANT, DO NOT OBSTRUCT SPACE OPTICAL SYSTEM, DISTRIBUTION TO BE DETERMINED BETWEEN ANCHOR PLATE AND COdCRETEI • BASE. ACCESS - MECHANISM, ROTOMATIC, DYE -CAST A380 ALUMINUM QUARTER -TURN MECHANISM WITH CONSTANT- I PRESSURE SPRING - LOADED POINTS. THE MECHANISM SHALL OFFER TOLLFREE ACCESS TO THE INSIDE OF THE LUMINAIRE, LAMP AND BALLAST TRAY. AN EMBEDDED MEMORY - RETENTIVE GASKET BASE & BOLTS INFORMATION SHALL ENSURE WEATHERPROOFING. A RED KEY ON THE BALLAST TRAY SHALL INDICATE POINT OF ENGAGEMENT. FITTER, CAST 356 ALUMINUM C/W SET SCREWS 3/6 -16 UNC, SLIP -FITS ON A 4' OUTSIDE DIAMETER X 4' LONG TENON, LUMINAIRE OPTIONS, (PH7 /VOLT), BUTTON -TYPE PHOTOCELL,... VOLTS. VOLTAGE TO BE DETERMINED. POLE P135A- 14 -COLTX DESCRIPTION OF COMPONENTS, POLE SHAFT, SHALL BE MADE FROM A -6' 12 FLUTED ROUND EXTRUDED 6061 -T6 ALUMINUM TUBING, HAVING A 0208' WALL THICKNESS, WELDED TO BOTH THE BOTTOM AND TOP OF THE ANCHOR PLATE, MAINTENANCE OPENING, THE POLE SHALL HAVE A 2' X 4 1/2' MAINTENANCE OPENING CENTERED 20' FROM THE BOTT13M OF THE ANCH13R PLATE, COMPLETE WITH A WEATHERPROOF ALUMINUM COVER AND A FACTORY ASSEMBLED COPPER GROUND LUG. BASE COVER, TWO -PIECE SQUARE BASE COVER MADE FROM FORMED ALUMINUM, MECHANICALLY FASTENED WITH STAINLESS STEEL SCREWS. MISCELLANEOUS DESCRIPTION OF COMPONENTS, HARDWAREANDD/OR LINED WITH EPDM ALL ND/OR SILICONE. STEEL. ALL SEALS AND SEALING DEV%CES ARE MADE STREET LIGHT FINISH TEXTURED COLOR TO BE ADVISED (STANDARD LUMEC CO.OR1 (COLTX >. APPLICATION OF A .l ADOPTED POLYESTER POWDER COAT PAINT. (4 MILS /10D MICRONS). THE CHEMICAL COMPOSITION PROVIDE A QTY OF RBNTDN HIGHLY DURABLE UV AND SALT SPRAY RESITANT FINISH IN ACCORDANCE M THE -ASTM- 8117 -73 STANDARD AND HUMIDITY PROOF IN ACCORDANCE TO THE ASTM- DE247 -68 STANDARA STANDARD PLANS LST DA79:04 /04 DATE REVISION 9Y APPR DWG. NAME: J003 SP PAGE: J003 O 8 � u+ A 5 NUMBERING EXAMPLES TYPICJ JUNCT Frame i� � ON CONDUIT 22" 1 � 17" 17" 1 Q SPLICE KITS SPLICE KITS ON 19" 5 D Box inside Width ALL THRU WIRE RUNS 14" 1 i LLI Q PAD CONCRETE —� 18" 26 1/2" 6 13" 17" m /8 BARE COPPER GROUND WIRE In IN 2" MIN. GROUT UNDER POLE BASE TF_ II II �- GROUND I I ( I CLAMP i 4' II II PVC CONDUIT SYSTEM CONCRETE FOUNDATION 3' S0. OR DIA. FOUNDATION TO BE LEVEL NTH TOP OF SIDEWALK OR CURB. TYPICAL LIGHTING UNDERGROUND SYSTEM p ADOPTED QTY OF RIEMN STANDARD PLANS ,p0 LST DATE: 04/04 DWG. NAME: J007 SP PAGE: J007 e,• r O , ° a; 3 d P O O = O STREET LIGHT POLE JUNCTION BOX PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX NOTE: CLASS °B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP 4 mn. y' 1' PLAN VIEW 1' INDIVIDUAL JUNCTION BOX CONCRETE PAD DETAILS 1R p ADOPTED oO c1Tr of 1tSNTOx ® 4• STANDARD PLANS LST DATE: 04/04 DWG. NAME: J008 SP PAGE: 1008 INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50° F OR ABOVE. I TRAFFIC FLOW PLAN VIEW L �%�!��■ ice® !" J� FUSE KIT VV T L Jr'LK.L SPLICE KIT I ( LEGEND DETAIL I I 1 "Nom L� n I SIGNALS DD 0 U- �ILIII LIGHTING (Mark L) TS-LT Nom TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND Form Letters with 1/8" Weld Bead. Grind off Diamond Pattern before forming letters. L j PLAN VIEW :1-Nom. H P" ILLUMINATION SYSTEM LEGEND TYPE T BOX CJ ° ® K TYPE 'II' BOX « 11.1x3/16, 1 "Long PLAN SYMBOLS �•. HOOK - DETAIL (2 Hooks per Lid) ELEVATION VIEW W z X M v BOX TYPE NUMBERING EXAMPLES TYPE 2 Frame i� 1 ON CONDUIT 22" P B Box Outside Width 17" 17" 22 1/2" 2 18" 19" 5 D Box inside Width 13" 14" 17" E ILId Len"th 3 18" 26 1/2" 6 13" 17" G Box Depth 12" 4 H Lld &Frame t 7 5 16" Wall Thickness Mkl. N5/1 1 1 r 1 1 r K Wire ReinforcemenW C -2.5 W -2.5 8 See Detail See Deta6 LETTER LETTER PREFIXED 1 SUFFIXED PUGET POWER CITY OWNED OWNED U CURB MOUNTING '0� O HEIGHT c9� 15 FEET I TRAFFIC FLOW PLAN VIEW L �%�!��■ ice® !" J� FUSE KIT VV T L Jr'LK.L SPLICE KIT I ( LEGEND DETAIL I I 1 "Nom L� n I SIGNALS DD 0 U- �ILIII LIGHTING (Mark L) TS-LT Nom TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND Form Letters with 1/8" Weld Bead. Grind off Diamond Pattern before forming letters. L j PLAN VIEW :1-Nom. H P" ILLUMINATION SYSTEM LEGEND TYPE T BOX CJ ° ® K TYPE 'II' BOX « 11.1x3/16, 1 "Long PLAN SYMBOLS �•. HOOK - DETAIL (2 Hooks per Lid) ELEVATION VIEW W z X M v BOX TYPE X < < s BELL ENDS-/" s TYPE 2 Frame i� NNW ON CONDUIT 22" 33" 6" GRAVEL PAD COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS JUNCTION BOX DIMENSION TABLE ITEM BOX TYPE TYPE 1 TYPE 2 Frame &1BBUITE B A Box Outside length 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 ILId Len"th 18" 18" 26 1/2" F Ud Width 13" 17" G Box Depth 12" 12° H Lld &Frame t 5 16" 5 16" Wall Thickness Mkl. N5/1 1 1 r 1 1 r K Wire ReinforcemenW -2.5 W -2.5 Le end See Detail See Deta6 NOTES: 1. All dimensions are minimum. Exact configurations vary among different manufacturers. e 2. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 e boxes shall be 28% minimum of overall thickness. g 3. Lid support members shall be welded to the frame. ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A786 Lid Support f Ift Stec L or T. - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Renfon rent ASTM A -82 Steel 4. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 W3 X W3 welded '*GALVANIZED STEEL wire fabric welded to the frame. 5. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12° deep extension boxes. 6. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/r 10 gage divider plate complete with fasteners. 7. Non - concrete Boxes may be submitted for approval. Evaluation will Include an H -20 JUNCTION BOX DETAILS Load Test. tS ADOPTED G� CITY of RSNTON � o STANDARD PLANS .� LST DATE: 04/04 DATE I REVISION 197 APPIR D DWG. NAME: J016 SP PAGE: JO16 I— N L_J 2 0 I— I— )JI F- s L®J 3 ® 0 v v 2• .�- r-� r .� � � r 6° 8° 21° 16" �m r (TIP) UL LISTED PER STANDARD /508 SWTAHLE FOR USE AS SERIACE ENTERAMM EWIPMENT MEETS EUSERC/PSE SPEC. COMPONENT SCHEDULE OMETERBASE: 100 AMP, 4 JAW, AW f114TB, SAFETY SOCKET TYPE, 5TH JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WITH SERVING UTILITY) ®PANELBOARD: 120/240 VAC, 100 AMP, 1 PHASE, 3 WIRE, COPPER BUS WESTINGHOUSE BAB BOLT -ON BREAKERS- 1-100/2 MAIN 2 -20/2 ILLUMINATION BRANCH 1 -50/1 SIGNAL BRANCH 1 -15/1 CONTROL CKT BRANCH 1 -20/1 GROUND FAULT RECEPTACLE BRANCH ® CONTACTOR: LIGHTING RATED, 30 AMP, 4 POLE, 120 VAC COIL, SQ D /891ODPA34VO2UL 4 5 4 TERMINAL BLOCK TO REMOTE PHOTO ELECTRIC CELL PHOTO -CELL BYPASS SWITCH, SPST, 15 AMP, 277 VAC. © GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20A CABINET: NEMA 3R, PADMOUNT, #12 GA PREGALVANIZED STEEL CONSTRUCTION, 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY CONCEALED HINGES (UFT -OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR POISHED HARE LASS WINDOW IN METER DOOR SERVICE CABINET FOR STREET CONTROL CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: POLYESTER POWDER COAT, ALUMINUM OUTSIDE, WHITE INSIDE & TRAFFIC SIGNAL p ADOPTED CITY of BIRMIN ♦�® STANDARD PLSPTB O AST DATB: 04/04 06125/)3 REMED LOEL JA cH I DATE I REVISION I BY I pR DWG. NAME: JR -11 a SP PAGE: J010 F,uG­"- T1 E I N C 0 R P 0 R A T E D ��_jj r� DIM, hOA AA10 COIINTIERSINk PULL THREAD pick Y f NI1` t9 � A, jm ( � `> O t 0 W U ' W U Q-) Lj_j O U 0 O (C/, m H O W Z 0 U) Q-) QJ \ 1 U O (W i O H U W O � Z W (L J U DATE 1211012007 JOB NO. DWG NO. SHEET L2 OF 2