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Home My WebLink AboutT-366302FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL TYPICAL DESIGN 'B' JUNCTION BOX GROUND LUG - SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 2' MIN. GROUT UNDER POLE BASE PAD CONCRETE #8 BARE COPPER GROUND WIRE 2- (SIZED AS REQ'D) LIGHTING SYSTEM WIRES TO CONTRAC- 5/8'x8' COPPER -CLAD GROUND ROD- DQ e °d o or O D D° STREET LIGHT - GROUND CLAMP CONCRETE FOUNDATION TO LUMINAIRE 4' 3' SQ, OR DIA. TYPICAL LIGHTING UNDERGROUND SYSTEM Ov O Ov D 0 OO 4 Ad 1, t' D a % O D � o 0 ITEM BOX TYPE • TYPE 2 AL3ERNAlE A D Notes Outside length ... o o D d D o O 4' DEEP pva 17" Oa O DOe nvD pe 18" pe O p ° DD ° vo o A O Inside Width v0 pe e 14" Dp a v dF, II ■ii j, 18" 5/8'x8' COPPER -CLAD GROUND ROD- DQ e °d o or O D D° STREET LIGHT - GROUND CLAMP CONCRETE FOUNDATION TO LUMINAIRE 4' 3' SQ, OR DIA. TYPICAL LIGHTING UNDERGROUND SYSTEM Ov O Ov D 0 OO 4 Ad 1, t' D a % O D � o 0 JUNCTION BOX TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB, ITEM BOX TYPE • TYPE 2 AL3ERNAlE A D Notes Outside length ... o o D d D o O 4' DEEP pva 17" Oa O DOe nvD pe 18" pe O p JUNCTION BOX TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB, PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTI ❑N BOX pv a° u �p °OV v c D v D A e ° D Oe d D � D NOTE CLASS 'B' CONCRETE TO BE USED IN 4 ' o o e0 CONSTRUCTION OF PAD d o ° O D° Dv o v D JUNCTION BOX DIMENSION TABLE M ITEM BOX TYPE 1' TYPE 2 AL3ERNAlE A D Notes Outside length 22" o o D d D o O 4' DEEP pva 17" Oa O DOe nvD pe 18" pe O p ° DD ° vo o A O Inside Width v0 pe e 14" Dp a v dF, e 18" 18" 0 26 1 2" Width peo �v o. PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTI ❑N BOX pv a° u �p °OV v c D v D A e ° D Oe d D � D NOTE CLASS 'B' CONCRETE TO BE USED IN 4 ' o o e0 CONSTRUCTION OF PAD d o ° O D° Dv o v D JUNCTION BOX DIMENSION TABLE M ITEM BOX TYPE TYPE 1 TYPE 2 AL3ERNAlE A ALTERNATE B Notes Outside length 22" 22" 33" Support Outside Width 17" 17" 22 1/2" Diamond Plate Steel Inside Len th 18" 19" 28" Steel Wire or Tee Inside Width 13" 14" 17" dF, Len th k1forcement 18" 18" 26 1 2" Width 13" 13" 17" i N De th 12" 12" 12" d Frame De th 5 16" 5 16" 5 16" Thickness Win. 1 1 2" 1 1 2" 1 1 2" Reinforcement W -3 W -2.5 W -2.5 end See Detail See Detail ISee Detail • • • ITEM MATERIALS N Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A786 Ud Support 1 nk. Thick Sted C, L or L - A36 Lid Diamond Plate Steel - A786 Anchors h Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel ' GALVANIZED STEEL 1' A C L I E LL j PLAN VIEW V A, -K ELEVATION MEW N 6" GRAVEL PAD COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS JUNCTION BOX DETAILS LUA 07- 140 —SHPL SIZE AS REQUIRED 2" N.P.S. SLIPFITTER CONSTRUCTION NOTES 1. ALL WORK SHALL BE IN ACCORDANCE {NTH THE CITY OF REN70N STANDARD SPECIFICA BONS AND THESE PLANS 2 THE LOCA77ONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIRED IN THE FIELD BY THE CON7RACTOR AS NECESSARY. 3 INSTALL ALL STREET LICH77NG MATERIALS SHOWN ON THE PLANS EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. 5 ALL WORK SHALL BE CON57STOT WITH U71UTY AGENCY REQUIREMENTS THE C0N7RAC70R SHALL CONTACT ALL PER77NENF UTILITY AGENCIES FORTY EIGHT (48) HOURS BEFORE COMMENCING Wt7RK, AND SHALL COORDINATE THE WORK WITH THE U77UIIES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXIS77NG U77LI77ES THE CONTRACTOR SHALL N077FY ]H£ AFFECTED U77LITY COMPANY AND THE CITY OF RLNTON IMMEDIATELY UPON DAMAGE 7 THE CONTRACTOR SHALL NOTIFY THE CITY OF R£NTON CONS7RUC7I0N ENGINEERING DINSION AT 277 -5570 FOR INSPEC77ON PURPOSES TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UN77L IT HAS BEEN EXAMINED BY THE ENGINEER. EPDXY FILL EPDXY FILL INLINE SPLICE WYE SPLICE SPLICE KIT 1 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 BRACKET MAZE 1/2" BNC LOCKBOLT GR, 18 -8 SS. 2" BY 3/4" REDUCING WASHER FLUSH JOINT 3/4" ROMEX CONNECTOR 4 -1/2" O.D. SINGLE OR DOUBLE MAST WITH LOCKNUT ARM AS REQUIRED 3/ ° FOR DOUBLE MAST ARM, INSTALL 2ND CABLE TAPERED ALUM. POLE BETWEEN LUMINARIES WHEN BOTH LUMINARIES 0188 WALL ALLOY 6063 -TG ARE ON SAME CIRCUIT SATIN GROUND FINISH MAST ARM WIRING DETAIL 151 HANDHOLE. 4 °x6' OPENING W /COVER AND S.S. SCREWS BASE FLANGE ALLOY 356 -T6 WITH BOLT COVERS & S.S. SCREWS 4 -1 ,�2Y L D.D. 2' N.P.S. SLIPFITTER SL iROUND LU I1 -1/4' SO. 11" TO 12' DIA. BOLT CIRCLE 4" CONCRETE PAD 4 1/2' OF BOLT ABOVE FINISHED GRADE (4) 1' BNC GALV. Sfl ANCHOR BOLTS WIT NUTS AND WASHERS ; STANDARD DAVIT POLE INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50 °F OR ABOVE, NUMBERING EXAMPLES ua m TYPE 'I' BOX 0 TYPE 'II' BOX e x xS /t6, iIAN HOOK DETAIL PLAN SYMBOLS (2 Noolw per W) Form - Letters with 1/8" Weld ` T z - Bead. Grind off Diamond r .�. x m Pattern before forming letters. ILLUMINATION SYSTEM LEGEND T- 366302 I TRAFFIC FLOW PLAN VIEW LETTER PREFIXED PUGET POWER OWNED DECAL REFLECTORIZED GOTHIC GOLD 27e-3° OR WHITE LEGEND ON BLACK BACKGROUND DECAL NUMBERING SYSTEM RECOMMENDED FOR APPROVAL BY DATE B DATE BY DATE BY DATE BY DATE FZYL] N _L_j at at A LETTER �O 3^ SUFFIXED 2� �a CITY OWNED 2j W h �< CURB MOUNTING dF, Qg �e 15EIFEET sg ua m TYPE 'I' BOX 0 TYPE 'II' BOX e x xS /t6, iIAN HOOK DETAIL PLAN SYMBOLS (2 Noolw per W) Form - Letters with 1/8" Weld ` T z - Bead. Grind off Diamond r .�. x m Pattern before forming letters. ILLUMINATION SYSTEM LEGEND T- 366302 I TRAFFIC FLOW PLAN VIEW LETTER PREFIXED PUGET POWER OWNED DECAL REFLECTORIZED GOTHIC GOLD 27e-3° OR WHITE LEGEND ON BLACK BACKGROUND DECAL NUMBERING SYSTEM RECOMMENDED FOR APPROVAL BY DATE B DATE BY DATE BY DATE BY DATE FZYL] H 0 gYiyg N S2� II 7r� J g< C w NNL 0 CD �.L z 0 LLJ (n J L [n °o a r• :r. N N at at A �O 3^ 2� �a 2j W h �< Qg �e j sg FZ i N N 4 H 0 gYiyg N S2� II 7r� J g< C w NNL 0 CD �.L z 0 LLJ (n J L [n °o a r• :r.