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HomeMy WebLinkAboutR-380832N V) Q Q z z O W — W V m o (4) OVAL SLOTS ACCEPTING 1 °06 "94" O LUAA E wv c) LL Z c: 00 L -_ Lo C I— -D Q f4 #8 LlJ l3 U� �c 010 c E POST -TOP LUYINAIRE (WATTAGE 24" BARS, PER PLANS, 4,000K CCT, 120 -277Y om� c c i l c 17) 01) I� v� a� o 0 w 6 z AND POLE RELATED PARTS SHALL BE FACTORY PR W AND PON" COATED. FYSH COLM RAL 9005TX ",ET BLACK' n n 0 18 -1/4" (4) OVAL SLOTS ACCEPTING 1 °06 "94" O LUAA E 3 IMP IN LINE FUSE KITS GALVANIZED STEEL LUMINAIRE VRTRES MIIILL BE 012 S.E.C. OR EQUAL ANCHOR BOLTS 4 f4 #8 BASE PLATE DETAIL - PRESTIGE SERIES (CY17T4) LED CONCRETE POST -TOP LUYINAIRE (WATTAGE 24" BARS, PER PLANS, 4,000K CCT, 120 -277Y 111 DRAIN HOLE 2" MIN. GROUT f EVENLY SPACED I� 2" CONDUIT UNLESS BE LEVEL VMTH TOP OF SICIEVA K RIBBED ACRYLIC LENS) BY CYCLONE STATED OTHERWISE ON 5" 9» (OR APPROVED EQUAL). DRIVER PLANS CENTER CONDUIT SHALL BE INTEGRAL TO THE IN FOUNDATION FIXTURE. 111 0#4HOC1PS@12* 1� BASE PLATE DETAIL, ANCHOR BOLT THIS SHEET) FOUNDATION SECTION 2" CONDUIT UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PLANS 0 w 6 z AND POLE RELATED PARTS SHALL BE FACTORY PR W AND PON" COATED. FYSH COLM RAL 9005TX ",ET BLACK' n n 0 18 -1/4" �- FOR FOUNDATM DETAILS. ANCHOR BOLT ASSEMBLY DETAIL SEE 145 SHEET POLE ELEVATION FOUFADAT1ON DETAILS STD. PLAN - 116.1 PUBLIC WORKS HEIQIHWORHOOD STREET PROVE ♦ PEDESTRIAN LUMINA1RE ' DEPARTMENT FIXTURE AND POLE DETAILS DA 7' • +e A O d v;tlo_ 3, O Id • � J STREET LIGHT POLE JUNCTION BOX PLAN VIEW 4" DEEP a • ♦ d • ' v a . � d • f e • U, z I— d SIDE VIEW ' .. • 4 •• LIGHTING STANDARD & JUNCTION BOX • PLAN VIEW. INDIVIDUAL JUNCTION BOX NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD CONCRETE PAD DETAILS M. 120 PUBLIC WORKS CONCR � � � OVED: DEPARTMENT TE HEAD MDULE OPTIC MmULE "w -IL=EX ;]/ OPE M' SYSU DITHER IIODILE ampe LUIIIIIIIIIIIIIII44ft o01SOlENIs WAO MDULL AMID SHALE. A MEAVY SPUM ALUMNM HOOD, 611 M MAM N DECDRAIK LIMA NO CAST ALLWAM FNAL, TOPS AN +MUN -VMKD CLEAR AM" IIIIIeeED (VSW) VESSEL UV 001.40 11111135101. 114E VESSEL IS IEC IAINALLY ASSEMRAD 6TH AN ALtAM N OE -CAST RMIC ON M LOONIC S11S1E1M. MOM SYS M A WARIER -fl✓Ni LOOM IEQIMMSY 6TH (Mf9S'EMT Pl1ES9M Pfy1Ti ALLODS A 1100. -MISS ACCESS INSIDE TUIE uM6NAIRE. TO THE LEDS AM ORIYER. MADE IM CAST ALUM UM PARTS AND SEALED 81H A GAS1W OMPIMM SY5 IX THE LUMME OTTERS AN 11110 EARERPROOF PR01EC11M1 CONE MODULE: A SPUN "UN BALLAST HIMM 6 " STAM.ESS SIM CAPIVE RETAN" LATCHES CO ENCAT10L, MAINTENANCE AND UIMIANE CODIFICATION ION sT1CIM IS ARE LOCH m ON THE camE. FETTER MODULE: CAST ALLW M1 ALLOY 336 FITTER C IPLEIE NIN FO M (4) MIS AND OK OECDRAIK RIG. SEOMD ON K11 81H 3 SET SUM 5/16 -16 UW, 100 -RTS ON A 4' 00 9r 3' LOIG Tt1M 0P1 :MJVJJL'11W.& To LED ■04111k N4TIAM PER PLANS. 4M (>r611EI SUPER HIM FLUX OIJIRPVT AND NW LIMIANCE. OEM FOR HIM CIAVW WERA101EE FAST 1001 -M WMENAICE THAI NI M5 MIMIML REPLAL1MT OF A DMC'TN LED BY PALL OUT THE PROPER UNIT. aPTc- Es TYPE N (i). ■ (&� v (%} 1HE OPTIC'S REFUCR IN Is MADE OF PIE- AIIOQm ALIYIIM tiRIzm DIEM (M MBL IiFlf[.`110A), SE17EN1RED N MULI/ILE FAINTS AGO 1EM UTED BY MLL1rLE PE1iMIM AND Irf HEAT SIM RAMAIM 10 AUP THE IAIPS 18MAlAM1E 0001 AND SASE 1ER L010E11Y. 11E WMTAAOII OF EACH FACET HAS BEEN ME79UWMY CMDUUIED 10 OPTON THE UWT D61M110N FOR EACH APPUCA10T1. Doyen MME WTH O IVER, PiRIMMY VMTAGE 120 TO 277 VOLTS. 60 H2. A96ItiD ON A 100. -M 111E119WAI E STAlI6 E45 SM TRAY ■1H W0 -WWKCT CMECTORS. HCH POM FACTOR OF 90K MUM STARING 1GNI9iARK -407. 91TRBIIG/IIARONARE TWE TEW 14-7. 12' MNMLM D CM861G FROM UMIMIIE. ALL BECTACAL GONIECB015 BE,EfJI MODULES ARE MADE WITH am -asoD KCT COIMECTORS. ALL EIIPm HAIRDUwIE Is STMKESS STEEL. OW AND/Olt S7<N= GAS KEW ARE APPLIED. COLOR: RAL9.06TX (JET BLACK) FINISH: TDMI EO. APIRUCAIM OF A POLVESIER PONDER COAT OF PANT. (5 MLS/127 IMOIIOMS') THE FISH 11Ei1S THE ASTM G7, B' 17 AGO D1654 REOUMIENTS PILAT(1E 10 SALT SPRAY AND MW Y RESISTANCE. iTRET STD. PLAN — 116.2 PUBLIC WORKS FIXTURE DEPARTMENT OP. aAm�A011.011PLE.- REP . 4.*&j DETAILS 12-15" ob 4"� TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 3' -0„ �+-- VARIABLE MIN. FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX `B' CONCRETE PAD l■ � 31-008 3'_ 0 0. d. C. . O I . . 4000 4 , d FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX 'C' CONCRETE PAD 4'-0' 3, - 0,. 4.-� -- . . o. CODA .. of O . . . c. �e b �e �• a� FRONT VIEW SIDE VIEW PUBLIC WORKS TYPICAL. CONCRETE PAD DETAILS ROVED. DEPARTMENT OTA I.mA DA REFER TO WNSDOT LOCKING LIE) STANDARD DUTY JUNCTION BOX TYPES 1 do 2 STANDARD PLAN J-- 40.10 -03 SPLICE KITS CLEAR EPDXY 1SPiiE � KITS O ALL THRU 4" CONCRETE PAD - -- i 2' MIN. III BARE COPPER I GROUND WIRE MNREW /GREEN INSUL.ATIONN 1 FROM SERVICE CABINET )N - LIGHTING SYSTEM — WARES TO CONTACTOR (SIZED AS RE0 -0. ) 5/S74' COPPER CLAD GROUND ROD LUMIVAIRE WIRES WILL BE A CONTIVUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD T INAIR FUSE KITS QUICK DISCONNECT (4) OVAL SLOTS ACCEPTING 1 °06 "94" O LUAA E 3 IMP IN LINE FUSE KITS GALVANIZED STEEL LUMINAIRE VRTRES MIIILL BE 012 S.E.C. OR EQUAL ANCHOR BOLTS AMID IN A dAMYM CAME. f4 #8 BASE PLATE DETAIL - PRESTIGE SERIES (CY17T4) LED CONCRETE POST -TOP LUYINAIRE (WATTAGE 24" BARS, PER PLANS, 4,000K CCT, 120 -277Y DRAIN HOLE 2" MIN. GROUT f EVENLY SPACED UNIVERSAL DRWER, NTH VS3AR 2" CONDUIT UNLESS BE LEVEL VMTH TOP OF SICIEVA K RIBBED ACRYLIC LENS) BY CYCLONE STATED OTHERWISE ON 5" 9» (OR APPROVED EQUAL). DRIVER PLANS CENTER CONDUIT SHALL BE INTEGRAL TO THE IN FOUNDATION FIXTURE. 0#4HOC1PS@12* BOLT CIRCLE (DIA PER BASE PLATE DETAIL, ANCHOR BOLT THIS SHEET) FOUNDATION SECTION 2" CONDUIT UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PLANS 3/4" CHAMFER (TYP) pq in 1'4' MIN BELOW GROUND, 2' -0' MIN UN1ER FOR STREET LIGHT PAVEMENT STANDARD DECAL NUTATERW DETAIL, REFER TO CITY OF EXTEND THE CONDUIT RENTON STD PLAN 121 6' MIN BEYOND FOUNDATION OR THE i CONTROLLED DENSITY a BACKFILL ac a 14' -0' FLUTED SHAPE, 5' DIAMETER, 04 HOOPS • 12" I a STRAIGHT ALUMINUM POLE (P015 -14- 8046- RALMTX -TN43) 8 - j5 BARS, z BY CYCLONE (OR APPROVED EQUAL) EVENLY SPACED a 2 1/2" CLR 3" MIN, BOLT Q PROJECTION IN57ALL GROUT, PROVIDE 1/2" DIA DRAIN �24" TUBE THROUGH GROUT. Bill I FOUNDATION DETAIL 7/8" DIA HOLE (T'P) •.. _. W �� 1/4" STEEL PLATE 2'6" HANDHOLE BOLT CIRCLE {DIA PER BASE PLATE DETAIL, THIS SHEET) DECORATIVE ALUMMM) CLAMSHELL BASE COVER.8046 BY CYCLONE (OR APPROVED EQUAL) POLE BASE DETAIL ANCHOR BOLT TEIAPLATE DETAIL SEE POLE BASE TOP OF FOUNDATION DETAIL, THIS SHEET ANCHOR BOLT, 4 TOTAL, 3/4" DIA (TYP) 16' DWEIER ° BASE COVER 3/4' HEX NUTS, STEEL (14R� REO'D PER ANCHOR BOLT FLAT WASHERS (6 REO'0 ANCHOR BOLT) �- FOR FOUNDATM DETAILS. ANCHOR BOLT ASSEMBLY DETAIL SEE 145 SHEET POLE ELEVATION FOUFADAT1ON DETAILS STD. PLAN - 116.1 PUBLIC WORKS HEIQIHWORHOOD STREET PROVE ♦ PEDESTRIAN LUMINA1RE ' DEPARTMENT FIXTURE AND POLE DETAILS DA 7' • +e A O d v;tlo_ 3, O Id • � J STREET LIGHT POLE JUNCTION BOX PLAN VIEW 4" DEEP a • ♦ d • ' v a . � d • f e • U, z I— d SIDE VIEW ' .. • 4 •• LIGHTING STANDARD & JUNCTION BOX • PLAN VIEW. INDIVIDUAL JUNCTION BOX NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD CONCRETE PAD DETAILS M. 120 PUBLIC WORKS CONCR � � � OVED: DEPARTMENT TE HEAD MDULE OPTIC MmULE "w -IL=EX ;]/ OPE M' SYSU DITHER IIODILE ampe LUIIIIIIIIIIIIIII44ft o01SOlENIs WAO MDULL AMID SHALE. A MEAVY SPUM ALUMNM HOOD, 611 M MAM N DECDRAIK LIMA NO CAST ALLWAM FNAL, TOPS AN +MUN -VMKD CLEAR AM" IIIIIeeED (VSW) VESSEL UV 001.40 11111135101. 114E VESSEL IS IEC IAINALLY ASSEMRAD 6TH AN ALtAM N OE -CAST RMIC ON M LOONIC S11S1E1M. MOM SYS M A WARIER -fl✓Ni LOOM IEQIMMSY 6TH (Mf9S'EMT Pl1ES9M Pfy1Ti ALLODS A 1100. -MISS ACCESS INSIDE TUIE uM6NAIRE. TO THE LEDS AM ORIYER. MADE IM CAST ALUM UM PARTS AND SEALED 81H A GAS1W OMPIMM SY5 IX THE LUMME OTTERS AN 11110 EARERPROOF PR01EC11M1 CONE MODULE: A SPUN "UN BALLAST HIMM 6 " STAM.ESS SIM CAPIVE RETAN" LATCHES CO ENCAT10L, MAINTENANCE AND UIMIANE CODIFICATION ION sT1CIM IS ARE LOCH m ON THE camE. FETTER MODULE: CAST ALLW M1 ALLOY 336 FITTER C IPLEIE NIN FO M (4) MIS AND OK OECDRAIK RIG. SEOMD ON K11 81H 3 SET SUM 5/16 -16 UW, 100 -RTS ON A 4' 00 9r 3' LOIG Tt1M 0P1 :MJVJJL'11W.& To LED ■04111k N4TIAM PER PLANS. 4M (>r611EI SUPER HIM FLUX OIJIRPVT AND NW LIMIANCE. OEM FOR HIM CIAVW WERA101EE FAST 1001 -M WMENAICE THAI NI M5 MIMIML REPLAL1MT OF A DMC'TN LED BY PALL OUT THE PROPER UNIT. aPTc- Es TYPE N (i). ■ (&� v (%} 1HE OPTIC'S REFUCR IN Is MADE OF PIE- AIIOQm ALIYIIM tiRIzm DIEM (M MBL IiFlf[.`110A), SE17EN1RED N MULI/ILE FAINTS AGO 1EM UTED BY MLL1rLE PE1iMIM AND Irf HEAT SIM RAMAIM 10 AUP THE IAIPS 18MAlAM1E 0001 AND SASE 1ER L010E11Y. 11E WMTAAOII OF EACH FACET HAS BEEN ME79UWMY CMDUUIED 10 OPTON THE UWT D61M110N FOR EACH APPUCA10T1. Doyen MME WTH O IVER, PiRIMMY VMTAGE 120 TO 277 VOLTS. 60 H2. A96ItiD ON A 100. -M 111E119WAI E STAlI6 E45 SM TRAY ■1H W0 -WWKCT CMECTORS. HCH POM FACTOR OF 90K MUM STARING 1GNI9iARK -407. 91TRBIIG/IIARONARE TWE TEW 14-7. 12' MNMLM D CM861G FROM UMIMIIE. ALL BECTACAL GONIECB015 BE,EfJI MODULES ARE MADE WITH am -asoD KCT COIMECTORS. ALL EIIPm HAIRDUwIE Is STMKESS STEEL. OW AND/Olt S7<N= GAS KEW ARE APPLIED. COLOR: RAL9.06TX (JET BLACK) FINISH: TDMI EO. APIRUCAIM OF A POLVESIER PONDER COAT OF PANT. (5 MLS/127 IMOIIOMS') THE FISH 11Ei1S THE ASTM G7, B' 17 AGO D1654 REOUMIENTS PILAT(1E 10 SALT SPRAY AND MW Y RESISTANCE. iTRET STD. PLAN — 116.2 PUBLIC WORKS FIXTURE DEPARTMENT OP. aAm�A011.011PLE.- REP . 4.*&j DETAILS 12-15" ob 4"� TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 3' -0„ �+-- VARIABLE MIN. FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX `B' CONCRETE PAD l■ � 31-008 3'_ 0 0. d. C. . O I . . 4000 4 , d FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX 'C' CONCRETE PAD 4'-0' 3, - 0,. 4.-� -- . . o. CODA .. of O . . . c. �e b �e �• a� FRONT VIEW SIDE VIEW PUBLIC WORKS TYPICAL. CONCRETE PAD DETAILS ROVED. DEPARTMENT OTA I.mA DA REFER TO WNSDOT LOCKING LIE) STANDARD DUTY JUNCTION BOX TYPES 1 do 2 STANDARD PLAN J-- 40.10 -03 SPLICE KITS CLEAR EPDXY 1SPiiE � KITS O ALL THRU 4" CONCRETE PAD - -- i 2' MIN. III BARE COPPER I GROUND WIRE MNREW /GREEN INSUL.ATIONN 1 FROM SERVICE CABINET )N - LIGHTING SYSTEM — WARES TO CONTACTOR (SIZED AS RE0 -0. ) 5/S74' COPPER CLAD GROUND ROD LUMIVAIRE WIRES WILL BE A CONTIVUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD T INAIR FUSE KITS QUICK DISCONNECT O LUAA E 3 IMP IN LINE FUSE KITS LUMINAIRE VRTRES MIIILL BE 012 S.E.C. OR EQUAL T AMID IN A dAMYM CAME. f4 #8 2" PVC CONDUIT FIXTURE GROUND WC GROUND LUG CONCRETE m 1/4" MINIMUM FOUNDATION DRAIN HOLE 2" MIN. GROUT TOP OF CONCRETE FOUNDATION TO UNDER POLE BASE BE LEVEL VMTH TOP OF SICIEVA K OR CURB. 5" 9» NOTES: 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXIURE MIANL.JFACTURER HAS MADE PROVISION FOR THE A l l ACHMEN I OF A GROUND WIRE A CREEN INSUI.A'I-F:I) WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN j INSULATED WIRE SHALL BF_' RUN FROM THE FIXTURE I GROUND LUG TO THE POLE GROUND LUG. ♦ PUBLIC WORKS TYPICAL LIGHTING DEPARTMENT UNDERGROUND SYSTEM APPROVED- 1r H R- 380831 RECORD DOCUMENT BY DATE RECOMMENDED FOR APPROVAL BY C=L "117. Oo.L..��� DATE BY DATE BY DATE 1 w ti N hy / i oZ � 01 HERMAN TRAFFIC ENGINEERING Z `0��� RF�ST R�-° �� 15324 Southeast 133rd Court, Renton, Washington 98059 FsS /ONALf- 425-277-1740 tel. 425-277-5718 2 -r9 -�5 fax hte @comcast.net SHEET 38 OF 39 . c G1 �--- GROUND CLAMP T c f4 4` ++ 2" PVC CONDUIT SYSTEM z CONCRETE m FOUNDATION 3' SO. C+R bIA. NOTES: 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXIURE MIANL.JFACTURER HAS MADE PROVISION FOR THE A l l ACHMEN I OF A GROUND WIRE A CREEN INSUI.A'I-F:I) WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN j INSULATED WIRE SHALL BF_' RUN FROM THE FIXTURE I GROUND LUG TO THE POLE GROUND LUG. ♦ PUBLIC WORKS TYPICAL LIGHTING DEPARTMENT UNDERGROUND SYSTEM APPROVED- 1r H R- 380831 RECORD DOCUMENT BY DATE RECOMMENDED FOR APPROVAL BY C=L "117. Oo.L..��� DATE BY DATE BY DATE 1 w ti N hy / i oZ � 01 HERMAN TRAFFIC ENGINEERING Z `0��� RF�ST R�-° �� 15324 Southeast 133rd Court, Renton, Washington 98059 FsS /ONALf- 425-277-1740 tel. 425-277-5718 2 -r9 -�5 fax hte @comcast.net SHEET 38 OF 39 . c G1 Z T c m z m m D T 8 C 4 Cn • Z D O D Z Z C ic ID m n OC x ] j O < ._ 0 TI 8 O m