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HomeMy WebLinkAboutzT-1783SetO7. INSTALL ALUMINUM DAVIT STYLE LIGHT STD. W/ 150 WATT HP SODIUM VAPOR /LUMINAIRE & LAMP -- 25' MOUN771VG HEIGHT. LUM = M -C -II, GE M25OA2 INSTALL TYPE B" JUNC77ON BOX. LUMINAIRE SCHEDULE POLE LOCA77ON MH I ARM LENGTH LUMINAIRE 3 + 00 25' 6' 150 WATTS 4 + 64 25' 6' 150 WATTS 2 o. TJo. 3 725 C 372.7C GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH 7HE CITY OF RENTON STANDARDS AND SPECIFICATIONS AND THESE PLANS. 2, THE LOCA77ONS OF FEATURES ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. J. INSTALL ALL STREET LIGHT LIGH77NG MATERIALS SHOWWN ON THESE PLANS, EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. 4. 774E CONTRACTOR SHALL SUBMIT A REQUEST TO 774E CITY OF RENTON FOR MATERIALS APPROVAL AT 7HE EARLIEST POSSIBLE DATE. 5. ALL WORK SHALL BE CONSISTANT KITH U77L/TY AGENCY REQUIREMENNTS. THE CONTRACTOR SHALL CONTACT ALL PER77NENT U77LITY AGENCIES FORTY EIGHT (48) HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE 774E WORK WITH THE U77LI77ES THROUGHOUT THE PROJECT. 6. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXIS77NG UTILITIESS, THE CONTRACTOR SHALL N077FY THE AFTECTED U77LITY COMPANY AND THE CITY IMMEDIATLY UPON DAMAGE. 7. THE CONTRACTOR SHALL N077FY THE CITY OF RENTON CONSTRUCTION ENGINEERING DIVISION AT 277 -5570 FOR INSPEC77ON PURPOSES TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED (BACKF7LLED) UN77L IT HAS BEEN EXAMINED BY THE ENGINEER. SCALE 1 " = 20' LEGEND \ CONDUIT & WIRING SCHEDULE ® JUNCTION BOX RUN NO. CONDUIT SCHEDULE EXISTING LUMINAIRE \ ZO I EXISTING EXISTING NEW LUMINAIRE \ 2 1 112 PVC SCH. 40 2 - J8 T.H.W. CU. CONC. PAD \ 3 1 112" PVC SCH. 40 2 - J8 T.H.W. CU n \ i 4 I I /2" PVC SCH. 80 2 - +m8 T.H,yv. CU Q 2 -2" PVC SCH. 80 FUTURE SIGNAL C) \ N f � \R H. ?� J Za REMOVE EXIS77NG CONDUIT ALONG ANACORTES AFTER 7ERMINA77NG ALONG NE SUNSET BLVD. ` ;J 5Dp �X \ \ STA 0135 -42' RT. EXTEND 'RIGID CONDUIT AND CIRCUIT TO N \\ .\ \ NEW JUNCTION BOX LOCATION. " AS -BUILT PLA ES LATER ED BY P TOUMA ENGINNERS FROM A FIELD SURVEY C) ruNcnoN Box \\ \ \ \ 2 \\ INSTALL 2 - 2" COND V, FUTURE TRAFFIC I �NtAl \\C N x}00 55 \� ✓/, STA o +oo.00 ANAC 167 +ALE ME \� / \ v` �. 0 STA 167 + 89.30 `\ NE SUNSET BL6 Z ! 8 G 4 z Z A 5s? N; \ 50 0, *TfkOvp4l _ 1153 II LYJS77NG CONCRETE CURB AND CUTTER II _ X14-- .6 "ST— — r +50 R-124W /.?,Loo � L 102.16 El — TV. Box V v I 24 RR 12" ALDER h x e 9° ALDER d y Qr• C� RECOMMENDED FOR APPROVAL By TRANS Po2T%FT/ oN1 DEVEt-vPMENT .sERvIGES EQUA 77ON 3 ET PARK 00 APARTMENTS N ti SANS 6P I g PHASE I ryx M� °n Z �e tix m 'y N QG y DusnNG CONCRETE ti CURB AND GU T777i \ lr \ \ — — EXJS7/NG 5' CONCRETE WALK q 127=_ cn 2' s+oo sm-so � 177, 1g• — NO l° 44 " E 5 +00 5 +2a 40 ANA COR TES VE. NE 243.70' r — +— 1. -- ------------------------- NEWS'- CGNCRETEWALK - - -- -------- - - - - -^ 2. Nj L_STA 1 +14 -14' RT f 1 RELOCATE EXISTING STREET LIGHT TO 1 +27 -21.5' RT \R H. ?� J Za REMOVE EXIS77NG CONDUIT ALONG ANACORTES AFTER 7ERMINA77NG ALONG NE SUNSET BLVD. AVE. NE ` ;J STA 0 +30 -5' LT BNC CONCRETE CUR RELOCATE EXIST STREET LIGHT TO CURB AND GUTTER / R ' \ STA 0135 -42' RT. EXTEND 'RIGID CONDUIT AND CIRCUIT TO .\ \ NEW JUNCTION BOX LOCATION. " AS -BUILT PLA ES LATER ED BY P TOUMA ENGINNERS FROM A FIELD SURVEY W L N � y ET PARK APARTMENTS SUNS PHASE II - �1Fi Nm�i a'6 °e c mm e r T -X783 gA 109 6 I IY r STREET LIGHT CONTACTOR CABINET & CABINET FOUNDATION I LOAD CENTER CABINET FOUNDATI N 9•V2 elfi AMCMOR eOtTt TEST SWITCH B G.L. I.' II —G.L 49" UTILITY PLUG 1 STREET.UGHTING CONTACTORS •r ^I F� a SIZE TO FIT LneINET )SIZE TO FIT CABINETi F FRONT VIEW SIDE VIEW J _ �M N 0' NUN. FRONT VIEW PLAN VIEW SIDE VIEW CONDUIT ENM AREA N CABINET El Best CENT PLAN °� VIEW Q Q 1. Pin fumbier•fype stainless steel Besl Core Le (or equal) Keyed for C %-I w 2 Keys 2.12 gauge (min.) galvanized sheet Ste 3. Welded seam construction 4. Door with concealed hing (left Side) S. Interior- white baked- It enamel 6. Exterior -gray- E galvanized surface- before painting. NA. 7. Botlom open - 'mounting flange (turned inword) on all sides 6. 4- 3 /8"x anchor 0.olts w /nuts and washers r 9.4- 1/4' triangular shaped corner lock -down plates STlzEE - L 91-17- CoNTAOTO/e C4,51n/ET AIVO CA 1NET F-A'JN,OAT /ON �xy I ,r WUA/E apL/GE .?/N6S I F�XY FL/SE K/7- AVYE S/vUCE . K/7- 7Yf- 104E G7ES /G/V "6" 1UA10710PV .BOX SPUGE ,C'/TS cLF.ae EnoxY IsnucE 417,5 01V ALL- 7A1RU w//eE , lUIVS Z- ls/zE A6 R,5200 OY67EM NIKE TO CO/VTAGT0,2— Pvc 00 WOJI17' ESYSTEl�1 C_40 CWWAO•s@29 FU6' ,e/TS: 6Y_l /Gr .o 1,5COAA6507 /O AMP /N LW/ S 1cZJ5E K/TS - S.E.G. C< EQ.— (9Q- Y AIC7 LUG / "M /N 0ZOUT IOAO r UNOE2 FYX� •6�\ I�f COPPEe 0@9UMV NXff II I I °,, CLAMP cONOU/T_ II SYS7FS -7 COVGeETE I I FGYJN,047X,W II LLB 2 H S /LEAs REQU /REA /Z /' /V/4•i. I n'L /BS WALL ° L' eET ALUM. All 0 'C40&5 Ca G2. /ds -a s.s. N -TA/°E?E.0 ALUM. 11704E Z/9 YVA /- AU0Y 6011 -7& S4T /N G,000NL7 F/N 1,51-1 SEC. 3 TWN. 23 N., R. 5 E. 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TOP OF COn/GRETE A 4 UCN7 4L STL. FR4-15 FOU/VOA710W TO ,BE LETTF�Z SJFF /XF�J LETTE2 PKFt /XEfJ A .LWC/�0✓ //V PLACE LEVEL w /T01"OF COrVG°ETE WOTE: CLASS /G' _ (O /AMG�1/p PATTER/✓) 51Z7,eAAZK 0,2 aIZ45 CITY Ow Eo /QUGET Ft�wLr1e OWNED pqO ¢" T/11CK GO/JCKETE ,ORA//✓ DUT /NG L,LY E , L � G�V. WE1 C7EA A . -o .. w /RE LGOP 11/01Y 10[/4L . ✓UNGT/ON I-50X kG7 /GYV P>-8 �Q C01%10 =7E p� ST,4�/,v J ._IU1VCTION ,80X 0ES101V ",8 < a°s �� p o FLOW / k' ° RECOMMENDED, 6R CITY OF R E N T O N FOR APPROVAL I 3�$ %/ DEPARTMENT OF PUBLIC WORKS 4' 06°7-1-1 FO- POLE A,/FlE(17 G4T 7-/!4/✓ 2�� _I /0 VIEW - �� / ^ By � -' \ IRRNS paRiA -7-t oN/ DEVEtaPlq��r �l 3 -1s 9 OI4 s /Q'ret ST,rZEET G/G�7 //1C 3' OEPTN FOK POLE//Tl2'GT1T 25' oz LESS _ SE2vICE5 STREET LIG,�IT BY �9� 1\, 70 /JET�J /L S�1F�E% Typ 104E L1G/�T //VG UlV/J6QG1�'OU/V/D c5')'STE/"1 AS - BUILT" PLANS WERE PREPARED /UECAL. NUM/�F�/NG ,SyS7E/"I TOUMA ENGINNERS FROM A FIELD SURVEY. 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