Loading...
HomeMy WebLinkAboutzT-3255Setkn to N M G �p � c O o v 7. Cv r W co O r- c,n 1-- C-) Li O Lj O = 3: Ln z El:� LiJ Li n > O � U li IIIIIIo I I il I I l m ROADWAY i v A TO�i AS D I-�I WOODS RE�T0N9 SHEET INDEX Ll COVER SHEET L2 ILLUMINATION PLAN L3 ILLUMINATION PLAN L4 POLE SHEDULE, NOTES & WIRING DIAGRAM L5 DETAILS IL6 DETAILS WA VICINITY MAP °I, T- 325SO/ 0 z TRANSPORTATION ENGINEERING NORTHWEST, LLC PO BOX 65254 SEATTLE, WA 98155 (425) 806 9236 ROLL 200 F IR 3. 0 1 pQNr.R T WA I STE�� oHAL EXRRES - 12/20/05 CHECK FOR COMPLIANCE TO CITY S ANDARDS DATE VA DATE -1'lt-d DATE I C7D T 3 2 S SGT ' I 0 ki a0 4o o4- it Y 'E- 00 � Q �- z L.LJ LL; d a U r c cp C O mE �E �N twill CC 00 a� s Q li IIIIIIo I I il I I l m ROADWAY i v A TO�i AS D I-�I WOODS RE�T0N9 SHEET INDEX Ll COVER SHEET L2 ILLUMINATION PLAN L3 ILLUMINATION PLAN L4 POLE SHEDULE, NOTES & WIRING DIAGRAM L5 DETAILS IL6 DETAILS WA VICINITY MAP °I, T- 325SO/ 0 z TRANSPORTATION ENGINEERING NORTHWEST, LLC PO BOX 65254 SEATTLE, WA 98155 (425) 806 9236 ROLL 200 F IR 3. 0 1 pQNr.R T WA I STE�� oHAL EXRRES - 12/20/05 CHECK FOR COMPLIANCE TO CITY S ANDARDS DATE VA DATE -1'lt-d DATE I C7D T 3 2 S SGT ' I 0 ki kn kn N M r r� CL N V ra 0 c 0 0 r� h I � I U I r► I r~ aG � 1% 4 EX. ONP TO BE UNDERGROUNDED PRIOR TO POLE INSTALLATION HOQUTAM AVE NE ' Z 5 1 �/ ,P ' I 2 1 __ � 3 `' ► 2 1 wow low 2 WIRE SCHEDULE . I � 0 RACEWAY ILLUM POWER EQUIP. CONDUIT 8 ? GROUND PHOTOC ELL NO SIZE ' 111` #8 I 1 2" SCH40 PVC 2 2 2" SCH80 PVC- 2 3 2" SCH40 PVC 2 1 3 I I I 4 2 SCH40 PVC 3 5- 2" S PVC EMPTY #PA -CH40 SEE SHEET IL4 FOR POLE CHART, GENERAL NOTES, CONSTRUCTION NOTES, WIRING DIAL ^Au. AND BREAKER SCHEDULE. rrl .� 14 ` 1 LEGEND I 2 1 ® TYPE 1 JUNCTION BOX I �, (� TYPE 2 JUNCTION BOX I , !� DECORATIVE LUMINAIRE POLE 2 , L � --� STANDARD LUMINAIRE POLE — — -- — — CONDUIT CONDUCTOR I ■ y tow ® ELECTRICAL SERVICE CABINET ►4 - i _ 1 2 0 CONSTRUCTION NOTE I 1 1 C) LUMINAIRE POLE NUMBER 1 /\ WIRE NOTE I �� 2 i 2 4W � i I I I I I� I I I� I I I 2 I 5 I. MA TCH LINE — SEE SHEET IL3 r ROLL 20.0 , 1n SCALE IN FEET FR�3.05 • 4020 1 roo- 1 3 2_AM , 0 4 In kr) N M W C 1. c 3 1 a J Ll '4) U V C C M h tl. MATCH LINE - SEE SHEET IL2 I .t I M i I I � ■ fo ■■ I ■ Now now .... M I .I `1 i t I 2 16 - z I I� Z ryl ■ co 2� I I I I L ---i r' t 6 I 11■■ / 2 •' • ' . 1 7 - �% , "" ` I � - - - - . -mot-: t■rr - ' --ter- - - -- - -- -- - - � 2 I :�.. 2 . I L WACO PL NE A2 ,� ,� ..�, -.. _ �■■ �_ ■_ �■ . ■■ ■ y ■ ■ JIM W ..fir _ I �..�. � - - -- N.�.. ,...� ■raw �..•.• ,.r.w ZZI A -i �- - � 2 \ 17 5 3 10 ' C2' �. 3 I 3 b E 4 4 1 LEGEND � TYPE 1 JUNCTION BOX D TYPE 2 JUNCTION BOX r 0 DECORATIVE LUMINAIRE POLE STANDARD LUMINAIRE POLE CONDUIT /CONDUCTOR ELECTRICAL SERVICE CABINET CONSTRUCTION NOTE LUMINAIRE POLE NUMBER WIRE NOTE v i' �f /5� �I Td' WIRE SCHEDULE Q RACEWAY ILLUM POWER fOUIP. PHOTOCELL NO SIZf UIT #8 #2 GROUND 114 1 2 lo SCH40 PVC 2 —__- 1 2 SCH80 PVC - -- 2 -- — - - -- - -- i - - - - -- 3 2" SCH40 PVC -- 2 —j - - - -- 1 3 _ I 2 SCH40 PVC _- i — 3 — — - -- S ? SCH40 PVC _ EMPTY SPARE SEE SHEET IL4 FOR POLE CHART, GENERAL NOTES, CONSTRUCTION NOTES, WIRING DIAGRAM, AND BREAKER SCHEDULE. ROLL 200 0 - z 4 `- . 1 G 2,; 411 SCALE IN FEET i ' gJz ■ T 325so3 TRANSPORTATION ENGINEERING NORTHWEST, LLC PO BOX 65254 SEATTLE, WA 98155 (425) 806 9236 FIR Iro 3�06 3�t, .3 = <^ss c� STE f��,� AL EXPWS - 12/20/05 9 CHECK FOR COMPLIANCE T;ij& STANDARDS P64�� Af DATE �-4-VJ DATE I!J V DATE ,-=. -s'= 3 ?SSO 3 0 kn M a 3 ' w a 0 0 O i �o O O 3: z w n Q cn w O Q zCf,- CD W Q CD wz Z U � Cn 3: LLJ _J °6 O cl- S a 0 w U 111im i I o w 0 z k LUM. OLE N0. 1 3 4 5 6 7 8 9 10 11 12 73 74 15 16 17 ROAD HOQUTAM AVE NE HOQUTAM AVE NE NE 8TH CT NE 8TH CT NE 8TH CT NE 8TH CT ILWACO PL NE ILWACO PL NE ILWACO PL NE - ILWACO PL NE NE 6TH ST NE 6TH ST NE 8TH PL NE 8TH PL NE 8TH PL NE 8TH PL NE 8TH PL STA TION 13 +33.0 15 +58.0 50 +39.5 51 +95.0 53+13.0 54 +34.0 55 +20.0 56 +82.0 58 +02.0 59 +37.0 70 +61.0 71+60.0 80 +40.5 81+42.5 82 +60.0 83+92.5 85 +69.0 POLE SCHEDULE POLE _OFFSET MOUNTING HEIGHT_ QLv 22.5' RT 30' 1 a o z v► N �c 14' O 22.5' LT 14' i 3-0 Q cz >-- z w 14' W a c' 14' U 14' 23.0' RT 14' cro c 22.5' LT 14' m'E 15.0' LT EF �E 21.5' LT 1 lllfV c 14' 4 c ` rn 14' 1 o� a c� S a 0 w U 111im i I o w 0 z k LUM. OLE N0. 1 3 4 5 6 7 8 9 10 11 12 73 74 15 16 17 ROAD HOQUTAM AVE NE HOQUTAM AVE NE NE 8TH CT NE 8TH CT NE 8TH CT NE 8TH CT ILWACO PL NE ILWACO PL NE ILWACO PL NE - ILWACO PL NE NE 6TH ST NE 6TH ST NE 8TH PL NE 8TH PL NE 8TH PL NE 8TH PL NE 8TH PL STA TION 13 +33.0 15 +58.0 50 +39.5 51 +95.0 53+13.0 54 +34.0 55 +20.0 56 +82.0 58 +02.0 59 +37.0 70 +61.0 71+60.0 80 +40.5 81+42.5 82 +60.0 83+92.5 85 +69.0 POLE SCHEDULE POLE _OFFSET MOUNTING HEIGHT_ CIRCUIT 22.5' RT 30' 1 22.5' RT 27.0' RT 30' 1 14' 1 22.5' LT 14' i 22.5' RT 14' 1 22.5' L T 14' 1 22.5' RT 22.5' LT 14' 1 1 14' 23.0' RT 14' 1 22.5' LT 14' 1 15.0' LT 14' 14' 1 21.5' LT 1 26.0' RT 14' 1 22.5' LT 14' 1 22.5' RT 22.5' LT 14' 1 1 14' 14 23.0' Rr 1 LE �MH WATTAGE PHOTOMETRICS 6' 100W M -C -Ill 6' 100W Ad-C-111 LUMEC Z40 - -- 100W - -- 100W LUMEC Z40 - -- 100W LUMEC Z40 LUMEC 240 LUMEC Z40 LUMEC Z40 - -- 100W - -- 100W - -- 100W - -- 100W LUMEC Z40 - -- 100W LUMEC Z40 - -- 100W LUMEC 740 LUMEC Z40_ LUMEC Z40 - -- 100W - -- 100W - -- 100W LUMEC Z40 LUMEC Z40 LUMEC Z40 - -- 100W - -- 100W - -- 100W LUMEC Z40 1 2 LZ JUNCTION BOX (TYP.) �!l 4) V4� C 11 15 5 LUMINAIRE (TYP.) F -�6 (I 12. y � 7 f0 313, 1 CIRCUIT 1 WIRING DIAGRAM NOS TO SCALE 'ITY OF RENTON LUMINAIRE IDI 2571 B 2573 B 2574 B 2575 B 2576 B 2577 B 2578 B 2579 B 2580 B 2581 B 2583 B 2585 B 2582 B 2587 B 2584 8 2589 B 2588 B GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS, 1- 800 - 424 -5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95X MAXIMUM DRY DENSITY MODIFIED PROCTOR. CONSTRUCTION_ NOTES 1 INSTALL COBRA HEAD LUMINAIRE ON LUMINAIRE POLE PER THE POLE SCHEDULE THIS SHEET, AND CITY OF RENTON STANDARD PLANS, SHEETS IL5 AND IL6. TOP OF FOUNDATION SHALL BE FLUSH WITH TOP OF SIDEWALK. THE POLE SHALL MEET ALL REQUIREMENTS OF A CITY OF RENTON STANDARD ALUMINUM DAVIT POLE. 2 INSTALL BLACK LUMEC Z40 MEDIUM -TYPE 111 LUMINAIRE, 100 WATT HPS, ON 14' BLACK LUMEC Z40 POLE PER THE POLE SCHEDULE THIS SHEET, CITY OF RENTON STANDARD PLANS SHEET 5, AND DETAILS SHEET 6. POLE FOUNDATION SHALL BE PER CITY STANDARDS. OINSTALL CITY OF RENTON STANDARD SERVICE CABINET X0093 PER CITY OF RENTON STANDARDS. SEE DETAIL ON SHEET IL6. O1201240V POWER SOURCE TO BE PROVIDED BY PUGET SOUND ENERGY. TRENCH AND PROVIDE CONDUIT AND CONDUCTORS TO PUGET SOUND ENERGY POWER SOURCE. LOCATION SHOWN IS APPROXIMATE, ACTUAL POWER SOURCE LOCATION MAY VARY. THE CONTRACTOR SHALL COORDINATE POWER SOURCE LOCATION WITH PSE. BREAKER SCHEDULE Svc # 0093 SERVICE & CIRCUITS MAIN , BREAKER AMPS BRANCH BREAKER AMPS CONTACTOR AMPS COMMENT SERVICE 100 1201240V CIRCUIT 1 20 30 240V CIRCUIT 2 20 30 240V SPARE CIRCUIT 3 20 30 240V SPARE TRANSPORTATION ENGINEERING NORTHWEST, LLC PO BOX 65254 SEATTLE, WA 98155 (425) SM 9236 ROLL 20.0 FIR 3.0 7 T- 32554 �jat-tick l 0�1 WA f • c^A dpi v� : W 0 E`S••c.,0/ STt V� AL EXPOES 12/20105 • CHECK FOR COMPLIANCE TO CI STANDARDS DATE } -'Cs � DATE7nliA � DATE C= , - 'o.' 326 5OA0 1 1 lf� I Lc) II r� M C `0 � O O o Z So ' G a �J FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KI 1 S - S.E.C. OR EQUAL -- TYPICAL DESIGN "B' JUNCTION BOX SPLICE KITS GROUND LUG - CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4' CONCRETE PAD 1111- 1111 - 11- I JH BARE COPPER GROUND WIRE 2- (SIZED AS REO -D.) LIGHTING SYSTEM WIRES TO CONTACTOR 5/8 "X8" COPPER-CLAD GROUND ROD S. \OPROTO \REN TON \BRH \JR -06 MOUNTING HEIGH T 15 FEET 2 MIN. GROUT UNDER POLE BASE 5 g. 1111-=1111= lill A l —_�- -1111 =1111 II ► IIII_ I I GROUND I I -- CLAMP I I TO LUMINAIRE 1 /4" MINIMUM BRAIN HOLE - TOP OF CONCRETE FOUNDATION TO K LEVEL WITH TOP SIDEWALK OR CURE �+ -1111— III '=' ftf-7- 4' PVC CONDUIT SYSTEM ' I CONCRETE FOUNDATION �--- 3' SO. OR DIA. IIYJ1gtL yLV/1L TYUMpCRJ VERTICALLY. INSTALL IN DRY WEATHER 50• F OR ABOVE NUMBERING EXAMPLES LETTER PREFIXED PUGET POWER ONN E D TYPICAL LIGHT BASE AND JUNCTION BOX VAw1AUf I I— J [.tea FLOW Ott WE %We CONCRETE PAD a• T L-__J 0`w w vl[ti UK wcW NOTE: FOUNDATION STEEL REQUIREMENTS 0 BE CONFIRMED WITH CITY TYPICAL LIGHTING UNDERGROUND SYSTEM ADOPTED C r f OF RUMN aatana.ra placer LST DATE: 5/91 DWG NAME: JR -06 SP PAGE: J007 1-3/4'-2- 1 DECAL: RELECTORIZED GOTHIC GOLD 2 "- 2 -1/2" OR WHITE LEGENC ON BLACK BACKGROUND -1 STREET LIGHT STANDARD DECAL NUMBERING SYSTEM ADOPTED cmr or I4cmN ♦: . >,taadard plans T LST DATE. 5/91 DWG. NAME: JR -09A SP PAGE: JOC TYPICAL JUNCTION BOX "C" CONCRETE PAD .• T _ TYPICAL CONCRETE PAD 'DETAILS J L. _ _J rwotrt uEw sKI[ vtw ADOPTED clrr or ♦ Ammord LIR D: 5/9 Dm: DAB REV15tON DWG. NAME: JR - 36A SP PAGE: JO 1 LIGHTING STANDARD & JUNCTION BOX O / -"44t0 vO OW 0° 00. O ►p/ A' \ pv► p0 s ► p0v /4740 00 M► 6 ° ►� �: I 4 i Ftoqbbob a 0 b i 4 ° • O \ � 1 S ► s/ 1 .v ►v O STREET LIGHT POLE JUNCTION BOX PLAN VIEW NOTE: CLASS 'B• CONCRETE TO BE USED IN CONSTRUCTION OF PAD S► \0PROT0\RENTON \BRH \JR -07 UNCTIQW BOx DMAENSION TABLE INDIVIDUAL JUNCTION BOX N A ITEM K TYPE t17 TYPE 2 BOX WW LDCM 22 B X OUISDE MDTH 17 2 1 2 BOX NSIDE LENM 18 28 D BOX NSIDE WIDTH 1 ' 17 LID LENGTH 1 18 6 1 2 F LID WIDTH 13' 13 17 BOX DEPTH 12 12 12 NI LID t FRAW 01711 5/16' 5,116" 16 ■ILL THI]OiTS 1 1 2 1 1/2-1 1 1 IIIE �EIIFDRMINT W -3 W -2.5 w - 2.S LEGEND I SEE KK yt' 011C LOCa00►T sEi oE1Al MATERIALS 11DOX I 6000 P9 CM CKETE W K S • FRAME DYWONO PLATE STEEL -A756 • :10 StPPOM VrM 911Y M C. l or 1.-AN • IO OIWAUND PLATE STEEL -A786 ANCHORS Steel Wire or Tee P ?Q ASTM A -82 Steel • I 1' PLAN VIEW 1• SIDE VIEW DEEP CONCRETE PAD DETAILS ADOPTED cr" or RENMN • Z>Lend°rd plans LST DATE 5/91 DWG . NAME: JR - 07 SP PACE: J006 j- A I � c I I L 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 JL BOXES SHALL BE 28% MINIMUM OF OVERALL THICKNESS. LID SUPPORT MEMBERS SHALL BE WELDED TO THE FRAME. PLAN VIEW 4000PS CONCRETE IS ALLOWED IF BOX REINFORCEMENT CONSISTS OF 6 X 6 - W3 X W3 MELDED WIRE FABRIC WELDED TO THE FRAME. WHEN NOTED IN THE CONTRACT. TYPE 2 AND TYPE 3 BOXES SHALL BE PROVDED MATH 12" DEEP EXTENSION BODES. .� 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 ELEVATION VIEW LOAD TEST. 3' N. MAX. MAX 2' 3. GALVANIZED STEEL - BM ENDS.." \ TYP. ON CONDUIT / NDDUIT 6" GRAVEL PAD 1' NOM. � 1 • NOM. COMPACTED LEGEND DETAIL (Mot L) L) TYPICAL JUNCTION BOX INSTALLATION DETAILS SIGNALS • LITNG 1 GH TELEM TRAFFID �,� SYSTEM LEGEND TELEMETRY ` IYPE 'I' BOX W 'YPE •11' BOX -FORM LETTERS WITH 1/8- WELD 7E.-I x 1 x 3/ 16, 1 "LONG BEAD. GRIND OFF DIAMOhO L I r'I• Nam. PLAN sYMeols PATTERN BEFORE FORMING tr tom NO L" LETTERS. (_.._ 1" NON. —J � 1' NOM. ILLUMINATION SYSTEM LEGEND T- 325505 JUNCTION BOX DETAILS ADOPTED crff OF =Iolll Btewwr Msr IN DM: 11 /89 DWG. NAME: JR -36 SP PAGE: JO 16 w"12111163 11:24 FAS 425 030 T3T6 or"" TSAND. as I ✓ TRANSPORTATION ENGINEERING NORTHWEST, UC PO BOX 65254 SEATTLE, WA 98155 (425) 806 9236 ROLL200 FR308 tP ,o Ice" �.� •ott cII•ctt 14) 1' rC SALV. M ;/ • 1/2'9f 00 1 ANCNON •OLTS wITM m �Aecvf .1M1SNED Mutt Alm wASII[As [ � >,!r GPADcoN -R, e•O 0. ate+ NANOMOIt 0160. J f o/COr90 AND t �..i �oL�+o Lue f s. s scl•tw$ SASE ►LAOS[ ALLY �• r s" �;. '• )9s -.s w1104 OOIr COVENS a S S sC1ICwS + a• • SPLICE KIT « c. • 11 Ir 00 w 00 . 1,• i �.4w • r 01% 0 53. : W ESS�.,C �S � T��V? � /ONAL [- ExP�RES 12/20/09 FUSE KR & SPLICE KR DETAILS ADOPM or I1111rrm 0 MOseMr4 �e UR tut! 9/91 DMICC. NAB: JR -12 SP PAGE: JO 13 CHECK FOR COMPLIANCE TO C' STANDARDS DATE t'g _ DATE'S ->�f I DATE O 0.d Q� < Mars Or •r0 r r ► = r O i 1♦�t ALUM AI L0, 4063 -76 3 o yt' 011C LOCa00►T ►LUs14 �o�MT YAI(RtC ALUr ►OL[ Leo WA1I ALLOY 6093- t[ SATIN onowlso 0`101914 SNAP♦ I ✓ TRANSPORTATION ENGINEERING NORTHWEST, UC PO BOX 65254 SEATTLE, WA 98155 (425) 806 9236 ROLL200 FR308 tP ,o Ice" �.� •ott cII•ctt 14) 1' rC SALV. M ;/ • 1/2'9f 00 1 ANCNON •OLTS wITM m �Aecvf .1M1SNED Mutt Alm wASII[As [ � >,!r GPADcoN -R, e•O 0. ate+ NANOMOIt 0160. J f o/COr90 AND t �..i �oL�+o Lue f s. s scl•tw$ SASE ►LAOS[ ALLY �• r s" �;. '• )9s -.s w1104 OOIr COVENS a S S sC1ICwS + a• • SPLICE KIT « c. • 11 Ir 00 w 00 . 1,• i �.4w • r 01% 0 53. : W ESS�.,C �S � T��V? � /ONAL [- ExP�RES 12/20/09 FUSE KR & SPLICE KR DETAILS ADOPM or I1111rrm 0 MOseMr4 �e UR tut! 9/91 DMICC. NAB: JR -12 SP PAGE: JO 13 CHECK FOR COMPLIANCE TO C' STANDARDS DATE t'g _ DATE'S ->�f I DATE 0 iii I � I Nl G F+' : w1Gic1 15 bl CITY U F KWON Ronton Clty of (41642) at 010041110b ctw PC &V 10 1L° v 10mrn0 .. Q Qty 1 Ltsr�k�se* Z�M11TT•bfST�►C- V10t.T N�OLT-0OITX oeaa18i F of Cwepax�: I�kMal: DntatxtaliMO cant 366 aiorfinum. moclatrli aly onemblOd. Cupola: Deco m9m spun skm imn 11044. fll80hWft4@y ntaunbd on !rood. hood: Sete skm:mm 1100.0 dome.. nocimicd y sa I - 'It d an to kw*wko. aria Ai In a pond dtWe. mr 9 ■ d is a ca9t a5B sho*mm wO doaualrMe am welded ID ew MW. M Yale d onooK a swaW ' care acq* harinp a peIS -11to ealt�rior strlaaw The Robe is - rhenicaty asseerebbd an tlts `� • Lama Wm&pa b be ddo.. inad__r_.____. 1 0 o Op*W ah►slaae Dbbft ko to be dsftm* ad o� ° N •c - Pla omai; do -cod / SIN aMarWnm quml w-brn mech■tdsra wih rz Y • parole. The mooleet im dug a4w looft - aomm b tm kiddy of to krnii■io. k" erd babel tray. An wbedtleA aQ 3 doer @W enetas oomodw a A reel key on tM bias! May shat Iredioal - polret d e gmgen x t. 1 a v Q F11112sr. e:■■t 366 atm*v w c w S -:et .cicm; 34-16 UNC. slip ft on a r (103ron) a,lrtla di.neNer x 4• (1o�) long Z '- w LJLJ a'. o- L Off- (PH7/140Ln8u6an4" Ov&xx*. _ v. Votive M be deM■u*ved U ry �-,c C v • t E1111111* E %W IM .te9oaa 41542,•zoor: to -01 2003 pme 112 f,%IT/ f%r mr► 1•t-.. , NOTES: q Lj -b- "-4 15*91 C 1 TY (IF F&HI uH R.n"n c1111 of (41642) awe a Deis kbwr dwv ll..+nr rN. rem do «re arc : A yr �1-- w+�tw M =sa m c.n.rt► acv wwrt L. GOnles 1 lYft +MOAw Ooh. Of a* ABwwR Oil x �r • r. �,.e. �e aa.ioit • cur O 7: llw II VoodabdoOsIPM hm6mm. a p pr.w award. ss . 1 PMe MBA- 14�OL77t �° oaw�o. of G.■tpona�nitc Pala $halt: Shah bs noda bm a r (12rima) 12 S" round oo6uftd WN-T8 WW*im Mme. Awhip a o goer' p3rwra) +Mi 4ic1■+sss. v mNW b both trs l n- m , t and bP of t* stdtor pkMa. irlirw m i c, Operdt g The pob d M hwe a 2' x 4 112' (S11wm x 114aa) opsttirg i m it - 2fr (asset) fore► tie balk I Oft* srdt OFF $& comobb wo rawnblad �.ap�per awund k• Bsa. Carmen Tim pteoe seytt■re bow mm nods ftm torwtsA skmdn r % met,All rWW= y fa Sim rMd vft alslettesIS" I c 1- s. o..�.lrao�t of cm 1pom mb: Nand■rarte N eopowA avow bs h st■iieli sttwd. M sack and wI%Ip derives Oft nfIlidr 41101 ft NAe SM EPDfI wwft a' e. Ne ak Ti■*mW odw b be edrim - (end wd UNA= m _ (000X} AppMmlm of a polyvlft pattrdsr cost print. (4 ~00 eaia Mt Th' dteatlasl c n IV a Nr I pr N bi • Us* d■mMe LOV od eillt spray► weIbIMeel kdsh in err c r On ? I to the ASTM$ 117 -73 ebltdod and htnnit#y pod In b tla ASTM- 023a -6d iftwi mL NoW MNPORTANT: AN ntiaeinp det■it rotor bm do** spsaMed oa the nlmn d tl+GS. Wao, ThmAyme ldr A aeon. CoLop- ___ 425 4311 7231 P. WS 03 rnrrtxawt �s;rea ��az ZooC 10-01 -ZOOCi Pans 212 TOTFI p.05 l 49. 225 AMP COPPER BUSSING, 18 PLCS. PANNEI. 50. C.H. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BAB2020 52. C.H. 1 P 50 AMP BREAK ) ER (BA8105C) 53. C.H. 1P 20 AMP BREAKER (BAB 1020) 54. C.H. 1P 15 AMP BREAKER (BAB 1015) 55. MILBANK METER ENCLOSURE (MS- 24 --TB) - - �- 56. HUBBELL SWITCH (CS 1201 -1) 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1) 58. SQUARE D LIGHTING CONTACTOR (981 ODPA32VO2UI) 1 G� ° 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 64. STAINLESS STEEL HANDLE • 65 DEAD BOLT LOCK "BEST" (5:7RL2 -626) « 66. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1 "X.25" GASKET •.�, ■ To . YElY !TM A1rtAMiM�R • U VIE m rim= IISEGXJ[I�ttidTi Arsredrw ors IL SCUM BMW co I ; B I. EURTN METER BASE tiuuN -- ,sA I 50A 20A SIGNAL LIGHTING A 20A t-" LIGHTING 8 A=Imvmv-. %m r 20A TO PHOTO CELL TEST SWITCH CITY! OF RENTON j SUBMITTAL NOTES: LIGHTING c 49. 225 AMP COPPER BUSSING 19 PLC PANNEL 50. C.H. 2P 100 AMP MAIN (BAB2100) q 52. F 51. C.H. 2P 20 ATP BREAKER (BAB2020) © F C.H. 1 P 50 AMP BREAKER (BAB1050) 53. C.H. 1 P 20 AMP BREAKER (BAB 1020) GROUND BAR r o o o c o o 6 0 0 54. C.H. 1 P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS- 24 -TB; 56. HUBBELL SWITCH (CS1201 --1) 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1) 58. SQUARE D LIGHTING CONTACTCR (9810DPA32VO2U1) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 64. STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 66. SQUARE_ D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1"X-25" GASKET OOWITPAICTM 14 RIM o6 onu V3 VEMY imm MEETS EUSEW REGUMUN ApNWWW RY: "mm voum Beam TACOMA POIMER MAI MAL: COATING TYPE: ORAWN BY: MEKKI AL -AZADI HARDWARE: oumTI'rY: FMISH: COLOR: DATE: OCT 24, 2002 PAGE: TRANSPORTATION ENGINEERING NORTHWEST, LLC PO BOX 65254 SEATTLE, WA 98155 (425) 806 9236 ROLL 2 0..0 FFt 3.09 �I qBRo T,D , MANUFACTURING. INC. I ."18M DICKF itD ATL SNOW&UM WA �i•li lit &Q6T1' 7145 Oaiu" is THE PROPE'ii TY OF 8RMW-E1D - WM9#ZT two, W- ENO rrs SUMMION oCES NOT CN/MR TAE MG04T TO WAKE USL OA SELL "T S e:EPPESENTfo HERE IN wmwuT THE Pat WRML + CONSENT OF BAOM WX6D WM■JFACTORM W. SCALE - NOW i DRAWING NO.: Au ° oiAmNos 6utmm IN rNoWS TO THESE SPECIFICATIONS r 32SS0 fo WA 11 no's to firc�: `S ONA� - 7 -f%-• S' EXPOES 12/20/09 • CHECK FOR COMPLIANCE TO TY STANDARDS DATE 40 'f DATE � 9e DATE Co • d!' 3 Z S50 46 0 BREAKtR SCHEDULE curAm .. -- . � " qjj�r m�■ils�le�n`tr�71 ■ioe�.��. ■ ■j ©Ietltn�s� '.,,......,,.. � -.. �rl■Ims- �ssn�� :: eil�i� MIT ��!'!a'!A �m���l �t"f�lQ7� ���� NOTES: LIGHTING c 49. 225 AMP COPPER BUSSING 19 PLC PANNEL 50. C.H. 2P 100 AMP MAIN (BAB2100) q 52. F 51. C.H. 2P 20 ATP BREAKER (BAB2020) © F C.H. 1 P 50 AMP BREAKER (BAB1050) 53. C.H. 1 P 20 AMP BREAKER (BAB 1020) GROUND BAR r o o o c o o 6 0 0 54. C.H. 1 P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS- 24 -TB; 56. HUBBELL SWITCH (CS1201 --1) 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1) 58. SQUARE D LIGHTING CONTACTCR (9810DPA32VO2U1) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 64. STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 66. SQUARE_ D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1"X-25" GASKET OOWITPAICTM 14 RIM o6 onu V3 VEMY imm MEETS EUSEW REGUMUN ApNWWW RY: "mm voum Beam TACOMA POIMER MAI MAL: COATING TYPE: ORAWN BY: MEKKI AL -AZADI HARDWARE: oumTI'rY: FMISH: COLOR: DATE: OCT 24, 2002 PAGE: TRANSPORTATION ENGINEERING NORTHWEST, LLC PO BOX 65254 SEATTLE, WA 98155 (425) 806 9236 ROLL 2 0..0 FFt 3.09 �I qBRo T,D , MANUFACTURING. INC. I ."18M DICKF itD ATL SNOW&UM WA �i•li lit &Q6T1' 7145 Oaiu" is THE PROPE'ii TY OF 8RMW-E1D - WM9#ZT two, W- ENO rrs SUMMION oCES NOT CN/MR TAE MG04T TO WAKE USL OA SELL "T S e:EPPESENTfo HERE IN wmwuT THE Pat WRML + CONSENT OF BAOM WX6D WM■JFACTORM W. SCALE - NOW i DRAWING NO.: Au ° oiAmNos 6utmm IN rNoWS TO THESE SPECIFICATIONS r 32SS0 fo WA 11 no's to firc�: `S ONA� - 7 -f%-• S' EXPOES 12/20/09 • CHECK FOR COMPLIANCE TO TY STANDARDS DATE 40 'f DATE � 9e DATE Co • d!' 3 Z S50 46 0