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HomeMy WebLinkAboutT-324302M N MA a a O ^' V) o w u ;n O a C, � a 7 :.J N t O a r E%" e O � A Ld � w w M �o s � M s h _ M 0.188 WALL BRACKET ALUM. ALLOY 6063 —T6 O c; I- Q " 1 /2 BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 4-1/2" O.D. C4 M II = d � I Val t6� A a 2" (TYP) � O r - - - -._ - --- - - - - - - - w J T 0.188 0 N 2 -20/1 ILLL"INATION BRANCH a 1 -50/1 SIGNAL BRANCH CHECKED: JJ.1 f UL LISTED PER STANDARD SOS 1 -20A GROUND FAULT RECEPTACLE BRANCH 3 CONTACTOR: LIGHTING RATED, 30 AMP, 4 POLE, 120 VAC COIL, 50 D 06SIODPA34v02U1. 3 SUITA&E FOR USE AS SERVICE ENTERAtdCE EQJIPI"ENT 5 Py0"l -CELL Fky=Q5g StUITCH. SIRST IS AmP. 211 v4r,, 6� GROUND FAULT RECEPTACLE, 120 VAC DUPLEX, 20A MEETS EUSERC/PSE SPEC. CABINET :NEMA 3R, PADMOUNT, 012 GA PREGALYANIZED STEEL CONSTRI,ICTION, Z DOORS: HEAVY DUTY CONCEALED HINGES (LIFT -OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR POISHED WIRE GLASS WINDOW IN METER DOOR N � � FINISH: POLYESTER POWDER COAT, ALUMINUM OUTSIDE, WHITE INSIDE � m C, c .xa ( c `� c a 0.188 WALL BRACKET ALUM. ALLOY 6063 —T6 O c; I- Q " 1 /2 BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 4-1/2" O.D. C4 M II = d � I i 2 0 5 W ar 0 2 TAPERED ALUM. POLE 0.188 WALL ALLOY 6063—T6 SATIN GROUND FINISH 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS BASE FLANGE ALLOY 356 —T6 WITH BOLT COVERS & S.S. SCREWS —01 [o-11-1/4- SO. 11" TO 12" DI A. BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4• NUTS AND WASHERS 4" 2" •� 2" 8„ 16" SIZE AS REQUIRED 120/240 VAC COMPONENT SCHEDULE Val t6� A O (COP'TR4CTOR T() \/FRIFY WITH SERVING IJTILITY) t PANELBOARD: 120/240 VAC, 100 AMP, I PHASE, 3 WIRE, COPPER gU5 r - - - -._ - --- - - - - - - - WEST'W -iWMSE BAB BOLT -ON BREAKERS- J T 0.188 1 -100/2 MAIN N 2 -20/1 ILLL"INATION BRANCH 1 -50/1 SIGNAL BRANCH CHECKED: JJ.1 Q_ nao.00K, ►.a 1 -20A GROUND FAULT RECEPTACLE BRANCH 3 CONTACTOR: LIGHTING RATED, 30 AMP, 4 POLE, 120 VAC COIL, 50 D 06SIODPA34v02U1. 4 TERMINAL BLOCK TO REMOTE PHOTO ELECTRIC CELL. 5 Py0"l -CELL Fky=Q5g StUITCH. SIRST IS AmP. 211 v4r,, 6� GROUND FAULT RECEPTACLE, 120 VAC DUPLEX, 20A CABINET :NEMA 3R, PADMOUNT, 012 GA PREGALYANIZED STEEL CONSTRI,ICTION, Q DOORS: HEAVY DUTY CONCEALED HINGES (LIFT -OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR POISHED WIRE GLASS WINDOW IN METER DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: POLYESTER POWDER COAT, ALUMINUM OUTSIDE, WHITE INSIDE Q i 2 0 5 W ar 0 2 TAPERED ALUM. POLE 0.188 WALL ALLOY 6063—T6 SATIN GROUND FINISH 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS BASE FLANGE ALLOY 356 —T6 WITH BOLT COVERS & S.S. SCREWS —01 [o-11-1/4- SO. 11" TO 12" DI A. BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4• NUTS AND WASHERS 4" 2" •� 2" 8„ 16" SIZE AS REQUIRED 120/240 VAC COMPONENT SCHEDULE 25' METERBASE: 100 AMP, 4 JAW, AW 0114TB, SAFETY SOCKET TYPE, 5TH JAW AT S :00 POSITION 35' (COP'TR4CTOR T() \/FRIFY WITH SERVING IJTILITY) 1 2 PANELBOARD: 120/240 VAC, 100 AMP, I PHASE, 3 WIRE, COPPER gU5 r - - - -._ - --- - - - - - - - WEST'W -iWMSE BAB BOLT -ON BREAKERS- J T 0.188 1 -100/2 MAIN N 2 -20/1 ILLL"INATION BRANCH 1 -50/1 SIGNAL BRANCH CHECKED: JJ.1 1 -15A CONTROL CKT BRANCH nao.00K, ►.a 1 -20A GROUND FAULT RECEPTACLE BRANCH 3 CONTACTOR: LIGHTING RATED, 30 AMP, 4 POLE, 120 VAC COIL, 50 D 06SIODPA34v02U1. 4 TERMINAL BLOCK TO REMOTE PHOTO ELECTRIC CELL. 5 Py0"l -CELL Fky=Q5g StUITCH. SIRST IS AmP. 211 v4r,, 6� GROUND FAULT RECEPTACLE, 120 VAC DUPLEX, 20A CABINET :NEMA 3R, PADMOUNT, 012 GA PREGALYANIZED STEEL CONSTRI,ICTION, 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY CONCEALED HINGES (LIFT -OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR POISHED WIRE GLASS WINDOW IN METER DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: POLYESTER POWDER COAT, ALUMINUM OUTSIDE, WHITE INSIDE SERVICE CABINET FOR STREET CONTROL & TRAFFIC SIGNAL j ADOPTED CITY OF RENTON ♦j u \� STANDARD PLANS LST DATE. 06/25/03 s DWG. NAME: JR-- SP P.6r ==0: 4 -1 /2" O.D. 2" N.P.S. SLIPFITTER 5-9" RADIUS DATE REVISION BY APPR'[) w 2' TYPICAL DESIGN 'B' JUNCTION BOX SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4" CONCRETE PAD --� w #8 BARE COPPER GROUND WIRE 2 — LIGHTING SYSTEM WIRES TO CONTACTOR (SIZED AS REQ'D.) 5/8 "x8' COPPER CLAD GROUND ROD STANDARD 25 FOOT DAVIT POLE yp� ADOPTED V. CITY OF RENTON STANDARD PLANS O� LST DATE: 10/30/96 DWG. NAME: JR -01 SP PAGE: J002 -•- -TYP. CONC. PAD 25' 30' 35' 40' I I � I I cr_° I 18' -3 r - - - -._ - --- - - - - - - - 28' -3 —. T 0.188 R /W LINE SIDEWALK CURB ROADWAY CURB SIDEWALK R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW H 25' 30' 35' 40' SL 18' -3 23' -3 28' -3 33' -3 T 0.188 0.188 0.219 0.219 �- TAPERED ALUM. POLE 'T' WALL ALLOY 6063 -T6 SATIN GROUND FINISH HANDHOLE 4 "x6" W /COVER do S.S. OPENING SCREWS GROUND LUG INSIDE POLE INSIDE POLE REVISION IBY 1, -6" oRAwn, Jd.l CHECKED: JJ.1 2' TO 4' OVERHANG 1' -2" 0 STREET SIGHT CONDUIT TRENCH DEPTH 24" ALTERNATE STREET CROSS SECTION 'SL' 2' To a• OVERHANG V- 2 3' -6" I H FACE OF I CURB TO 'SL' R�W CENTER OF POLE ROADWAY SIDEWALK PLANTER STRIP STREET LIGHT CONDUIT TRENCH DEPTH 24" TYPICAL STREET LIGHT 12 96 REFORMAT TO 11'x17" DCV DRT 11 92 TYP. STREET UGHT FDN. LOCATION BCA DATE REVISION IBY APPR' FOUNDATION LOCATION LIGHT BASE AND JUNCTION BOX LOCATIONS Y ADOPTED CITY OF RENTON ♦ , ; ♦ STANDARD PLANS F N I LST DATE: 12/96 DWG. NAME: JR -35 SP PAGE: JO 14 FUSE KITS QUICK DISCONNECT LIGHTING STANDARD 8c JUNCTION BOX 10 AMP IN LINE FUSE KITS No TO LUMINAIRE S.E.C. OR EQUAL 7' 07 O Ov ° oov O DQ/ A p Ov D 0 0 e D 0 0° 1/4" MINIMUM / GROUND LUG DRAIN HOLE % e °a ° vo o e ° ° Dv a °D o 0 0 O e D ° G Z 44 ° 4 O ° p1 O D e 7 DO 3' - = 2" MIN. GROUT TOP OF CONCRETE FOUNDATION TO 1 O o O o c� UNDER POLE BASE i BE LEVEL WITH TOP OF SIDEWALK �` 0 �o / o 0 o D e OR CURB. �� / e D e1' • o 0 fpl 111 11 1 0 zz— D • . � D° ° ° P v D O p � II II STREET LIGHT POLE JUNCTION BOX to PLAN VIEW BOX JUNCTION INDIVIDUAL o e SIDE VIEW II II NOTE: —GROUND I I I I ° O ° o D� ° ° ° o CLASS 'B' CONCRETE TO BE USED CLAMP II II 4, IN CONSTRUCTION OF PAD I I D z I I D 0 PVC CONDUIT II ( II a e o O SYSTEM II II 4 L 4 De 1• ON, o Dv V v CONCRETE TYPICAL LIGHTING UNDERGROUND SYSTEM . FOUNDATION (jN .Y ADOPTED PLAN VIEW CITY 3' SO. OR DI A. OF RENTON STANDARD PLANS CONCRETE PAD DETAILS � 4 LST DATE: 12/96 Y ADOPTED CITY OF RENTON DATE ION BY APPR DWG. NAME: JR -06 SP PAGE: )007 • IR • �. STANDARD PLANS 1.41' DATE: 10/30/96 ATE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008 EXPIRES: 3/l/2006 wo. ROLL200 T- 3 Z 4d/ 3 02 READ BY I AMR. DATE JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98037 Phone No. (253) 850 -0934 Fax No. (253) 850 -0155 FR 2'04 SEEP RECOMMENDED FOR APPROVAL BY: DA TE: BY. DATE. BY DA TE: BY. DATE. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS STREET LIGHTING DETAILS SUNSET CREST SHORT PLAT ocsKP+eu: JJ.1 ooh: 2/+0/05 FILE NAME. oRAwn, Jd.l CHECKED: JJ.1 scKC: nao.00K, ►.a APPROVED: etea or 10141111116w c solo" SrEET: 01F. � Z ca - r- ar�3oz • I