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Home My WebLink AboutzT-3775 Set'IE 0 V I G a¢ n i Ga S B _ 0 EXISTING 150 WATT LED LUMINAIRE i; o , 44 Op 3 I 3 m ROAD A o rn � c _. _ 1 Z ON EXISTING SIGNAL POLE GPS COORDINATES ** LAT /LONG LOCATION 5 =� SIGNAL OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) p 0 zo — — — — ' NE 4TH ST. a ¢ _ �` 44 LED NA 14 � Z � A WHITMAN CT 3 J 44 LEDI NA 1 14' 1 116.1 J � i i i; o , 44 Op 3 I 3 m ROAD A o rn � c _. _ 1 POLE * ID. NO. yA GPS COORDINATES ** LAT /LONG LOCATION STATION w a. q- 9 z O z 30 0 30 60 scale feet U Z Q 75 I. CONSTRUCTION NOTES O EXTEND NEW CONDUIT INTO EXISTING LIGHT SYSTEM JUNCTION BOX. SPLICE NEW CONDUCTORS TO EXISTING CONDUCTORS OF THE CIRCUIT TO THE EXISTING LED LUMINAIRE ON ADJACENT SIGNAL POLE. CONTACT COR TRANSPORTATION MAINTENANCE ASSIST. MNGR., ERIC CUTSHALL, PH. N0, 425- 430 -7220 FOR COORDINATION TO CONNECT TO EXISTING LIGHTING SYSTEM. O INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116.1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE. LUMINAIRE SCHEDULE LUM. NO. POLE * ID. NO. CIRCUIT NO. GPS COORDINATES ** LAT /LONG LOCATION STATION OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # 1 1 WHITMAN CT 11 +23 26.0' RT 44 LED NA 14 116.1 2 A WHITMAN CT 11 +97 26.0' RTI 44 LEDI NA 1 14' 1 116.1 * POLE ID NUMBER TO BE PROVIDED BY COR AT TIME OF CONSTRUCTION TO BE INSTALLED BY CONTRACTOR ** GPS COORDINATES TO BE OBTAINED FROM COR WIRING SCHEDULE CONDUIT RUN CONDUIT SIZE CONDUCTORS OTES 1 2.0" PVC SCHEDULE 40 2-#6. 1-#6 GREEN RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE LEGEND �- TO CITY STANDARDS 377501 �""�'%/� U/Qw _�i.. DATE /1 /! LED PEDESTRIAN LUMINAIRE DATE z AND DECORATIVE POLE 0 DATE LED ROADWAY LUMINAIRE AND DECORATIVE POLE - - - - - - - PVC CONDUIT (SEE WIRING SCHEDULE) Traff "'A ® TYPE 1 JUNCTION BOX WITH y y/ UNDERGROUND UTILITY NOTE: CAUTION: CONCRETE PAD X YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS LOCATION OF EXISTING UTILITIES SHOWN IS NORTHWEST BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND APPROXIMATE AND MAY NOT BE ACCURATE WIRE NOTE q.� TRAFF /C EXPERTS BEARING TIES MAY TA LOCATED. FAILURE TO DO SO COULD MEAN RESPONSIBILITY O POTHOLE AS REQUIRED CONTRACTOR'S Fs9LONAL ECG\ BEAR /NG SUBSTANTIAL REPAIR COSTS (UP TO THREE 77MES THE AND FIELD VERIFY LOCATION OF UTILITIES O CONSTRUCTION NOTE 11410 NE 124th St., #590, Kirkland, WA 98034 z COST OF REPAIRS TO THE SERVICE). PRIOR TO PROCEEDING WITH CONSTRUCTION. Phone: 425.522.411 Fax: 425.522.4311 CD - = a -,0) s-o) 0 V 9 3 d s a 6 a E W i 1! .h• tx,cnr�iY� e,"r..; s. hurt. \ "aYw YY:A..,1 YrY t I.YAIi �A•ky�++ '� f h.F:� tlNt • � W +'L.[ "Nt h'Pi-JP. RAOPi;Vfl1`� w. rr , S rn �•aCa /Jn YY• -:•K f't.YR4uH�'•i V) M. I Y '�1 J i Pr � oss w x< P \4q lr 0'N. Qi __•p.arvto•r 0 >" U � s�+ry - — .� ;"is " ww re w z O ..:.. r \ •v C� txfJ:.l'R lain T4 Q ` YV�P� '� M. h1Q v }, Yil'.4 n ?YPY'X.h ^.Ir JJ rWselk' • - -��i —v FI 1 =,, n, uL f.0.ertiR `. sL•n �lr' L !i :0.15.1. r„ Ihvm ala n..nA[:r. M.SM '_'41 d 0 wz x OO 0 H V E n W 1T--l1N a V W rn 0 m rr c p c 0 a a a a N D e z 0 (A K 0 z iA�J.:/ . Ra 112U1 LIV.:.M •.•MMn •_MS.._ N'Y�nl- ,n rsrmlm r.X�1 gr-. a'ha u5' wfl is ch -' -;•1 IaIN'i42'dARi RR LV aII .�in.:iY 61L%J ?aF 544E,YDt. S�7rrBF3i_�Ax ➢i..4 .2"n x. •xa c..i i ski..r — T�iFnW :1...•Yy_flle_ FWRIOAT1ON DErM&.S S'9Y P)AV -- aR f PJ 4 +S N•T 1'OLE ELEVAYMN 7'1; 3L1L' YfGRw? I MEN:NRORHOOD RTREET pF1Lfv VI Ag IEOEETIYAN LLMINKIRE lDRURE AND IDLE DETAILS i NSTALL xch 14I1VWgS VMTICAL.v. WSildl r+ -AY NEATMM, 00'F OR I \ NVM ?LRINC .s 1 VIATTRC{ C �GU+B 1,101 WNG VE•GMT 15 i I `gyp{ ET q h i pS J \ 7FA FTC_ �Y RDVf ?LAN VIEW d 1 -3/1" TO 2" 71 i 4 r„ z t/n 4"1/7 Z DCCAy REFLECTDRIZED (x.WIC GCO OR 'k10TC LMEND ON OWN HRC4GAW.41) PUBLIC 6'GRKS+ STREET LIGHT STANDARD STD. FLEi - LW DF.7ARTKGNT DECAL NUMBERING SYSTEM CAUTION: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES YOU MUST CALL 1- 800- 424 -5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA77ON WHERE ANY UNDERGROUND UTILI7IES MAY BE LOCA7ED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS T=377502 yr„` d�% • .�2P'w � DATE i2 /��/ DATE DATE Traff NORTHWEST Ex TRAFF /C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 CDC T3��S� s R a 0 d 3 'o 6 E G J NOTES: ro 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 EPDXY FILL EPDXY FILL Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded wire fabric welded to the frame. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep INLINE SPLICE extension boxes. WYE SPLICE 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 N QDl Ir`C IIIT Load Test. J W 0 U Z Z CD H � Z 2 � 3 � J J n 0 wz s O � C 1 3 1� �j 2 F n E"' W D' /Hl N a CID m IT E ® C a S 3333 g X a Q W Q 0 e z O >N_ W K O Z REfEa TO IM!DW LP o U, S "V o mrYL Tia, W% 119ES t k3 Mtn %.MI A-10.lo -a 4 _ / �IDIOIQ� pgrRS o£M Eftl %Y wA flLNS QI /1L lilAL <' 4YMIQRTE PAD MN peua amPm_ DRaLnD X1RE + 1 -tl EgMYFN1IWUW(T Dlra CDPPEm .D Sm LWIX.VXE MV(FS Kl. BE A coma,00s flLM rRfM IUY Nd➢fR Ta lbnn)m WM xD uEZ� amuw saD IXWIq aox�TE EpMDATgI U11j, NOTES 1. EQUIPMENT GROUND ORE & BARE ORE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BW4DING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACTURER HAS MADE PROMSION FOR THE ATTACHMENT OF A GROUND ORE A GREEN INSULATED ORE 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 /e GREEN INSULATED ORE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUC, PUBLIC WORKS I TYPICAL LIONTING DEPARTMENT UNDERGROUND SYSTEM 10_1 011 G DIAMETER = 7/8" LOAD LINE E'I ICC VIT LL4VAPE � /� AM N A IA�aSifDLLC.�BE. � FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON Rl...derd plans LSf DATE: 11/5/96 DWG. NAME: JR -12 SP PAGE:JO13 JUNCTION BOX DIMENSION TABLE a ITEM ITEM BOX TYPE TYPE 1 TYPE 2 ALTERNATE A I ALTERNATE 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 Lid Length 18" 18" 26 1/2" F Lid Width 13" 13" 17" G Box Depth 1 12" 12" 12" H Lid & Frame Depth 5/16" 5/16" 5/16" J Wall Thickness Min. 1 1/2" 1 1/2" 1 112" K Wire Reinforcement W -3 W -2.5 W -2.5 L Legend See Detali See Detail See Detail a ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel — A786 Lid Support 1 8'Mu. Thick Sted C, L of T. - AM Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel *GALVANIZED STEEL LEGEND DETAIL (Mark L) SIGNALS T 51 LIGHTING TS -LT TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND -Form Letters wiN 1/W WMd Bead. Grind oN Diamond Palt. before forming letters. L T1 ILLUMINATION SYSTEM LEGEND PLAN NEW 4 ELEVATION NEW 6" GRAVEL PAO CpAPACTED TYPICAL JUNCTION BO% INSTALUTON DEfAIIS M TYPE T BOX O TYPE 'il' BOX �anaM. �>ao HOOK mETML PLAN SYMBOLS It XuA. M rh JUNCTION BOX DETAILS ADOPTED CITY OF RENTON Standard plans ( LST DATE: 11/89 DWG. NAME: JR -36 SP PAGE: J016 oOo 3' STREET UGHT POLE PLAN VIEW '�NCnov Box 1 4" DEEP Z SIDE VIEW LIGHTING STANDARD & JUNCTION BOX PLAN VIEW 1' INDIVIDUAL JUNCTION BOX NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD e PUBLIC WORKS CONCRETE PAD DETAILS oYEp: DEPARTMENT rt TjWffEX TRAFF IC EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 s -98 -of T- 371503 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE . =11111Y DATE DATE SCALE: 1'= 5O SITE PLAN 1, STREET LIGHTS ARE TO BE OWNED AND MAINTAINED BY PSE / INTOLIGHT. T- 311504 FOREMAN (CHECK 80X WHEN COMPLETED) O sSEEW ns Eneoree Nn MNLLERWSIFECVYtlm ❑ PSF EpipnMl LOCA'EbSELI1RWT ❑ W,MC Y4E NVOH61115TALLEn6 VERRRD UE ❑ FItlE GTSe¢PE6LINEOm ❑ MebIY VERIFIEDnOC�SW e1m FgYVU4 ❑ Canprty lPh PEWPOE➢mmMkmlm TPlSiL ❑ 4grdevnect FV5E8QEm P5Dti116 VEAI�PHASE ❑ cmea OCaemeryel N�em. ❑ DvAefineMMmMA9[WIepOKKIPo6Gl ImOIynYYewvkpelmnM meals PSFi SSrvLW egp®4m na ne: m a�sNr leweamm� ra naL TAT ENERWED 1ES❑ rvo ❑ Ems spnew. PM�Neme me CONTACT PROJECT PHASE NOT1F# ORDER# PWR St Light Dirt Work ACCOUNT MGR Relocation 4254562528 Removal CABLE TV ENGR -POWER PHONE NATAUAMEDINA Project Manager Contxt Informatlon: REV# Mike Hammons BY 425 - 7654395 Cell Phone ENGR -GAS "LOeateS Kequlrea" Yes LJ Na lal "Outages Required" Yes ❑ No (M "Flamolno Reaulred" Yes F1 N. Ill VicfiityMap WA z D Z D Owner / Developer Contact Info WA WA WA ATTN: WA WA Of For contacts below dial 1-888 -CALL PSE (225-ST73) CALL (800) 4243554, 2 BUSINESS DAYS BEFORE YOU DN i SI CH MOTTO 9E REUED UPON FOR ENACT LO `DDIOF MSnNG FNU`IU ® NEW BUSINESS CORRECTIVE/ 10 DAY WANED REAL ESTATEIEASEMENT NIA PERMIT N/A 3 FUNCTION CONTACT PHONE NO DATE 2 ACCOUNT MGR D IELLET PE 4254562528 1 ENGR -POWER NATAUAMEDINA REV# BY DESCRIPTION ENGR -GAS COUNTY KING Emer Sect Gas Wk Ctr POWERWKCTR 3515 DRAWN BY NATALIA MEDINA 425 -301 -9193 9116114 CHECKED BY 1/4 SEC N/A OF MAP PLAT MAP APPROVED BY FOREMAN ii U -MAP NO (POWER) OHCKTMAP UGCKTMAP CIRCUIT NO IFORENIAN#2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES WA WA WA CONTACT WA WA WA WA PHONE#j WA WA WA WA PWET SWND ENERGY Y: INTOLIGHT WHITMAN COURT PUD NE 4TH ST & WHITMAN CT NE RENTON, WA INCIDENT MAOP Gas Order EF SCALE 1' = SO