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Home My WebLink AboutzT-2800SetrC, � J Y - n Z LJ Z n o Z a O z` Q Z Fa- J 4 1 - - -- - -- -1 - -- A -_ -- - -- 6 - - - -- MM 3 z I 0 o- SECTION 5 T 23 N R 5 E WM. POLE NO. O POLE LOCATION POLE OFFSET L0 + r 4 LAMP TYPE oa° � o N MOUNTING HEIGHT MAST ARM OO oE 3Q 2997C 103 +93 Q 1 iiW HPS 5 I— W a O 2 2995C C 26' RT. 1 Z J E M -C -III = 3 `° Ua� 2993C Q 24.5' RT. a 150 o M -C -III 25' 8' 4 n 108 +88 y + 150 HPS M -C -III Lo O r 8' � 2989C 110 +58 24.5' RT. 1 150 HPS M -C -III 25' 8' 6 2987C 112 +28 22' RT. 1 150 HPS a S a w Z — 2985C 113 +98 a 1 - - -- HPS M -C -III Q 8' 8 a U 3 23' RT. 1 ° II_ LAKE WA9M4CF1110F Q-- - - -- M -C -III 25' 8' m POLE SCHEDULE z I 0 o- SECTION 5 T 23 N R 5 E WM. POLE NO. POLE ID NO. POLE LOCATION POLE OFFSET CIRCUIT NO. LAMP WATTAGE LAMP TYPE DISTRIBUTION TYPE MOUNTING HEIGHT MAST ARM 1 2997C 103 +93 34.0' RT. 1 150 HPS M -C -III 25' 10' 2 2995C 105 +48 26' RT. 1 150 HPS M -C -III 25' 10' 3 2993C 107 +18 24.5' RT. 1 150 HPS M -C -III 25' 8' 4 2991C 108 +88 24.5' RT. 1 150 HPS M -C -III 25' 8' 5 2989C 110 +58 24.5' RT. 1 150 HPS M -C -III 25' 8' 6 2987C 112 +28 22' RT. 1 150 HPS M -C -III 25' 8' 7 2985C 113 +98 22' RT. 1 150 HPS M -C -III 25' 8' 8 2983C 115 +68 23' RT. 1 150 HPS M -C -III 25' 8' 7740 -co WIRING SCHEDULE CONSTRUCTION NOTES O Lo r Q V) 11.1 Z J U H Q O In O r Q U) W Z J 2 U Q RUN TYPE M -C -III H.P.S. LUMINAIRE, ARM LOCATE EXISTING STUBBED OUT CONDUIT NEAR PROPERTY LINE. EXTEND CONDUIT AND ALUMINUM DAVIT STYLE POLE 1l EXISTING CONDUIT TO NEW TYPE 1 JUNCTION BOX AT POLE NO. 1. EX. 2 - #8 CONCRETE PAD LIGHT BASE AND 2O SPLICE NEW CONDUCTORS TO EXISTING STREET LIGHTING CIPCUIT CONDUCTORS IN ® TYPE 1 JUNCTION BOX 2 - #8 EXISTING JUNCTION BOX. — — PVC CONDUIT (SEE WIRING SCHEDULE) O COORDINATE WITH LEANN KEYES OF PUGET SOUND ENERGY AT 253 - 395 -6861 2 - #8 ZL 1.5" PVC (SCHEDULE 40) FOR REMOVAL OF EXISTING LUMINAIRE AND MAST ARM FROM EXISTING TIMBER UTILITY POLE BY PUGET SOUND ENERGY. TYPE 1 JUNCTION BOX WITH ® CONCRETE PAD O REFER TO THE OFF -SITE ROAD AND UTILITIES PLAN FOR RELOCATION OF THIS UTILITY POLE BY PUGET SOUND ENERGY. THE ASSOCIATED LUMINAIRE AND MAST ARM SHALL BE REMOVED BY PUGET SOUND ENERGY. AWIRE NOTE OCONSTRUCTION NOTE 4% r &Owl RECOMMENDED FOR APPROVAL 20 0 20 40 BY C �f a/az scale feet BY tl_ 7 BY RUN „ NO. CONDUIT CONDUCTORS 1l EX. 1.5" EX. 2 - #8 A2 EX. 1.5" 2 - #8 A1.5" PVC (SCHEDULE 40) 2 - #8 Z4 1.5" PVC (SCHEDULE 40) 2 - #8, 1 - #8 BARE A5 1.5" PVC (SCHEDULE 80) 2 - #8 ZL 1.5" PVC (SCHEDULE 40) PULLSTRING FOR FUTURE TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 -112TH AVENUE NORTHEAST. SUITE 110 BELLEVUE, WASHINGTON 98004 TEL. (425) 455 -5320 FAX (425) 453 -7180 NO. REVISION BY APPR. DATE CITY OF RENTON P4O°PHAe�C'tn ARTsN �F PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT TA Mil RON POIN TE ia6l5 �O ��'� qP0 RfC W730 AEA �`�� IL L UMINA TION PL A N f'SSIONAL Exxr- 7 -76 -99 fSS(ONAL EN DESK*ED RMH DATE 7/30/99 FILE NO. ILI.DWG EXPIRES 8/5/99 EXPIRES 01/31/01 D RMH CIECK SCALE 1' =20' rbw s _PAW APPROVED v SHEE' 1_Op 3 I Fy o 0 ® I f acPOO a-/ SCANNED OCT - & 1999 o"k 4 [NuLL #160 # _37 8 I SECTION 5 T 23 N R 5 E O — — A I i LLI - -- - Z - -- _ - -- - - - - -� - 5 z 0 - -- _ _ - g ----- - - - - - - - -- - -- -- ---- - -- Q 6 _ ------ -- J-_ MM___ =- 3 8 ID C6NGulr 6eW6E ' .-V 1N5101,160 Om Fool $es// /ND ' N0i GtNO� /L S /OEWALIc (7'�rrl cAcJ O In e JUNeT7oA/ 60-a 11v -r7At tE0 ON 501/M 510e bP- &-"W ® - 6.16Ni StAvP4", NOT OA/ 4 SPREAD Fc&r /N6 ^ o J 4 — — - — - — - 4 i�AlDfMaA! usED � ��- �\ l ON U&14r LL z O S7`A-n/DA-KD NO 3 y E Q F- LLl a° N 5 4 3 2 Uri �o r v „ 11 I -!— W Z ° o 0 0 to J W U 3 3 LAM BLVD' N. 3 s KE 4 _ 3 LEGEND CONSTRUCTION NOTES 4 TYPE M -C -III H.P.S. LUMINAIRE, ARM Ol LOCATE EXISTING STUBBED OUT CONDUIT NEAR PROPERTY LINE. EXTEND y AND ALUMINUM DAVIT STYLE POLE EXISTING CONDUIT TO NEW TYPE 1 JUNCTION BOX AT POLE NO.--I. CONCRETE PAD ,LIGHT BASE AND O2 SPLICE NEW CONDUCTORS TO EXISTING STREET LIGHTING CIRCUIT CONDUCTORS IN >a O ° W o O1 - - EXISTING BOX II �a 14" TYPE 1 JUNCTION BOX 3 COORDINATE . z z .P `g + - 3 / 2 o00 2 LEANN KEYES OF PUGET SOUND ENERGY AT 253 - 395 -6861 ' d j� — PVC CONDUIT (SEE WIRING SCHEDULE) O o z o TYPE 1 JUNCTION BOX WITH UTILITY POLE BY PUGET SOUND ENERGY. c ' `d / e ® 0 REMOVAL OF EXISTING LUMINAIRE AND MAST ARM FROM EXISTING TIMBER z - j ~ CONCRETE PAD 4 REFER TO R RELOCATION OF THIS Q UTILITY POLE BY PUGET E SOUND ENERGY. ILITITHE ASSOCIATED, LUMINAIRE AND MAST ARM SHALL BE REMOVED BY PUGET SOUND ENERGY. Q WIRE NOTE � Z 4 Ex ANI CONSTRUCTION NOTE' a p O O a — 8 24000012 a J w _ c 1 m 3 1 X U li LAKE WABFNICFMN BLVD 'N 1 RECOMMENDED Q -- -- — — -- - - -- - - - -- zo 0 20 40 FOR APPROVAL m BY CLL t, e,2r„vxz:( s/j,lu Scale feet BY WIRING cruEnl'II BY POLE SCHEDULE lliki o rn c I LAM Will N. POLE NO. POLE ID NO. POLE LOCATION POLE OFFSET CIRCUIT NO.' LAMP WATTAGE LAMP TYPE DISTRIBUTION TYPE MOUNTING HEIGHT MAST ARM 1 2997C 103 +939 34.0 RT. 1 150 HPS M -C -III 25' 124&. 2 2995C 105+ 26' RT. 1 150 HPS M -C -III 25' 121$ 3 2993C 107 +18 2 RT. 1 150 HPS M -C -III 25' 8' 4 2991C 108 +88 RT. 1 150 HPS M -C -III 25' 8' 5 29890 110 +58 RT. 1 150 HPS M -C =III 1 25' 8' 6 29870 112 +28 22' RT 1 150 HPS M -C -III 25' 8' T 29850 113 +98 22' RT.' 1 150 HPS M -C -III 2S' 8' 8 2983C 115 +68 ,4 RT. 1 150 HPS M -C -III 25 8' e❑ RUN NO. CONDUIT CONDUCTORS ZLEX. 1.5" EX. 2 - #8 A2 - EX. 1.5" 2 - #8 A1.55" PVC (SCHEDULE 40) 2 - #8 ZL 1.5" PVC (SCHEDULE 40) 2 - #8, 1 - #8 BARE 5 1.5" PVC SCHEDULE 80 2 -'8 6 1.5 ' PVC SCHEDULE 40)' 0 PULLSTRING FOR FUTURE TRANSPORTATION PLANNING & ENGINEERING, INC. f 2101-112TH AVENUE NORTHEAST, SUITE 110 �I9 BELLEVUE, WASHINGTON 98004 TEL. (425) 455 -5320 FAX (425) 453 -7180 NO. REVISM DY APPR. DATE CITY OF RENTON �p H. EN NARTIey ��E oa wASH, cCF� ��4 of wASH,�� PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT Tel MAROV PO /N TE' Pik. gt.GIST39AEQ 4, ILLUMINA TION PLAIV ISTER ass /owLIIE 7 -3e -94 /4eu4E!'y r)nmmm RMH DATE 7130199 "A No ILI.DWG 9 MIRES, 9/8/9 E)MRE8 01/ 31/01 R .ED:.' DHE SCALE. I' =20' oRm..—:.. — o I N 0 \ € J n cn Ld _Z W O C) a z O O Z Q � J J w } 3 R/W LINE SIDEWALK CURB (LROADWAY -- CURB SIDEWALK R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW H 1 25' 1 30' 1 35' 1 40' SL 18' -3" 23'-3-128'-3"133-3- ' T 0.188 0.188 0.219 0.219 1' -2" TAPERED ALUM. POLE 2' TO 4' T WALL ALLOY 6063 -T6 OVERHANG SATIN GROUND FINISH 'H' HANDHOL.E 4 "x6" OPENING W /COVER & S.S. SCREWS. GROUND LUG INSIDE POLE 1' -2" 2' TO 4' OVERHANG ,H, 3' -6,> ISL' FACE OF CURB TO CENTER OF FOLE C LANTER STRIP TYPICAL STREET LIGHT FOUNDATION LOCATION STREET LIGHT CONDUIT TRENCH DEPTH 24" a° V -15" LL Z o `- 0 0 6 CoAl11u7T G&vEKSIUY' w57nt VP 3Q STREET LIGHT O.VE F-or 8eWt/a S'1pE-W f K z �w CONDUIT TRENCH DEPTH 24 1 � Li N: ALTERNATE STREET' CROSS SECTION LIGHT BASE AND JUNCTION BOX LOCATIONS! m'E CITY OF ADOPTED RENTON �I o + °■- ♦ Standard plans ° LST DATE: 12/96 'DATE REVISION BY APPR• 5 SP PAGE: J014 DWG. NAME: JR 3 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS VERTICALLY. INSTALL ° IN DRY WEATHER 50OF OR ABOVE. i� 2^ NUMBERING EXAMPLES BRACKET CABLE 1 < 4 c LETTER 2REDUCIN SUFFIXED G WASHER CITY o = w OWNED CURB F 3/4' ROMEX o CON K CONNECTOR: I• 'MOUNTING WITH 9� HEIGHT F 3/4 15 FEET 450 TRAFFIC m SINGLE OR DOUBLE MAST' FLOW ARM AS ,REQUIRED j PLAN VIEW H i DECAL_ RELECTORIZED FOR DOUBLE MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD Z OR WHITE LEGEND 0 BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES 77 ON BLACK ARE ON SAME CIRCUIT BACKGROUND MAST ARM WIRING DETAIL LETTER PREFIXED PUGET POWER OWNED 13/q'- 2 m� 2 " -2Y2' 2N'_3 'I I I 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 1/2" BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 4 -1/2" O.D. TAPERED ALUM. POLE 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH SIZE AS REQUIRED 4 -1/2'�J L2" N.P.S. O.D. SLIPFITTER 5' ,9" RADIUS �1' -2" LIGHTING STANDARD & JUNCTION BOX 7' _20 O d Ove0 Ov p °OV O TT 007 I d e 4 o °p ° e 4 67, V 0 0 0 e D 1 z D PLAN VIEW pO O D O p = 40 3' 0 00 o J O D D 0° O STREET LIGHT POLE JUNCTION BOX 25' -0" SHAFT I I SIDE VIEW 4 " DEEP 151 HANDHOLE. 4 "x6" OPENING ' f W /COVER AND S.S. SCREWS 8" O.D. Ov0 jj BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG o °e o BOLT COVERS & S.S. SCREWS 1' -6" �I 1- 11 -1/4" SO. INDIVIDUAL JUNCTION BOX 11" TO 12" DIA. BOLT CIRCLE 4 1/2': OF BOLT ABOVE o v O° o° t" o v o 4" CONCRETE PAD FINISHED GRADE p v (4) 1" BNC GALV. STEEL NOTE: CLASS 'B' CONCRETE ANCHOR BOLTS WITH F p TO BE USED IN NUTS, AND WASHERS I e o = peo CONSTRUCTION OF PAD 4 a j 0 O a STANDARD'I! 25 FOOT DAVIT POLE o ° c °v v v '', 1' CONCRETE PAD DETAILS ADOPTED 1 ADOPTED CITY OF TON - CITY OF RENTON ♦ ♦ RENTON PLAN VIEW ♦ Standard plans ® Standard: plans t LST DATE: 10/30/96 LST DATE: 10/30/96 DATE REVISION BY APPR' DWG. NAME.:JR -01 SP PAGE: J002 DATE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008 ' TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD ToL 2,8 ® 7' -0" VARIABLE ��V-6" Mw. RECOMMENDED FOR APPROVAL 1' -6° o BY - 4.. 1' ,1' BY e,Ak If -f9 BY FRONT VIEW SIDE VIEW EA, RT TYPICAL JUNCTION BOX B CONCRETE PAD Imo— 3'70" -I I� 3, -o" 4, � Ll FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD 1— 4 -0 "� 3' -0 " I-- � „� 4 v' L 7 r FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS STREET LIGHT STANDARD STRAIN RELIEF DETAIL DECAL, NUMBERING SYSTEM ADOPTED ADOPTED CrrY OF RENTON 3 CITY OF RENTON ♦ ♦ i ♦ ♦ 4 Standard plans Standard 'plans rote ! O p ca ki ao LST DATE: 10/30/96 LST DATE: 12/96 ADOPTED CITY OF RENTON Standard plans LST DATE: 11/7/96 NAME: JR -36A SP PAGE: J015 C NP�`�. ReCI$T1ERE�\��4. gPOi°F �f j6T p0.0 `�4�" SS /ONALENO 7 -76 -" Sg /ONAL E00 EXPIRES 9/5/99 EXPIRES 01/31/01 TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 -112TH AVENUE NORTHEAST, SUITE 110 BELLEVUE, WASHINGTON 98004 TEL. (425) 455 -5320 FAX (425) 453 -7180 NO. REVRION I BY I APPR I DATE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT TA MA ROV POIN TE IL L UMINA T /ON DETAIL S DEUWAED R14H DATE ' 7130199 PILE mo. IL23DWG DRAYM R CIE DNE SCALE rno soac_.AOe_ APPROVED $MEET 2 OP '3 D; T --a 6S e) i9l3 ; T -2 j'aoo ; SCANNED FE3 15 2002 .I C M \ k I U0A1 -EY0XY 5PLlGE5 NOTES: n J All dimensions are minimum. Exact configurations vary among different manufacturers. \ Y— The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 287 minimum of overall thickness. 3 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 v. -- w a.1 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 FUSE KITS SPLICE KIT Load Test. QUICK DISCONNECT A J 10 AMP IN LINE FUSE TO LUMINAIRE - JUNCTION BOX DIMENSION TABLE I. c— 11 LLJ BOX TYPE TYPE.1 ALTERNATE A ALTFRNAIE B KITS - S.E.C. OR EQUAL A Box Outside length 22" W TYPICAL DESIGN "B" B Box - OutsideWidth _Z O � JUNCTION BOX 1/4" MINIMUM 18" 19" SPLICE GROUND LUG EPDXY DRAIN HOLE Z Z O SPLICE KITS ON ALL THRU 2" MIN. GROUT WIRE RUNS UNDER CONCRETE 18" Q 4" CONCRETE BASE LEVEL WITH VjBE UNDATION TO < Z PAD G Bok:De th P OF SIDEWALK 12" 12" 5" g" 5 16" R CURB. DIAMETER = 8 7 / " �- � IIII= #8 BARE =IIII= III =III 1 1/2" .°III °III -111= K Wire Reinforcement W-3 =1111 °IIII° 1 = =II =IIII -1111 W-2.5 _j — COPPER See Detail ; 1/ 011L11(I =IIII 1111= ITEM BOX TYPE TYPE.1 ALTERNATE A ALTFRNAIE B TYPE 2 A Box Outside length 22" 22" 33" B Box - OutsideWidth 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 Bok:De th 12" 12" 12" H Lid & Frame De th 5 16" 5 16" 5 16" J Wall Thickness Min. 1 1/2" 1 1/2" 1 1/2" K Wire Reinforcement W-3 W -2.5 W-2.5 L Le end See Detail See Detail See Detail GROUND WIRE - 4_78 � �� GROUND ELEVATIaN VIEW CLAMP _ LOAD LINE 4' ITEM MATERIALS 2- (SIZED AS REQ'D) 1/4" FUSE 1/4" Box 6000 PSI concrete See Notes)1 LIGHTING SYSTEM PVC CONDUIT ■ Frame Diamond Plate Steel - A786 SYSTEM 1 /8" Q o 1 �8' ♦Lid Support 1 6 Mi Th d Sted G L or T. - A36 WIRES TO CONTACTOR + Lid Diamond Plate Steel - A786 lTM ey CONCRETE FOUNDATION Anchors Steel Wire or Tee Plate 6c0MPA oAa $ 5/8 "x8' 3' SQ. CUTTING RINGS Reinforcement ASTM A -82 Steel o COPPER -CLAD OR DIA. 'GALVANIZED STEEL �.. GROUND ROD TYPICAL JUNCTION BOX INSTALLATION DETAILS O z YE 3Q FUSE KIT LEGEND DETAIL (Mark L) iL i m T PE'r Box TYPICAL T z as SaKEAD FaOT /n/!v FOUAIDQT/ON LIGHTING SIGNALS 7 PE o BOX LIGHTING " LLJ a C \m c o f Oo PLAN SYMBOLS llStD OU&,97- ST3MJDA" N0. 3 UNDERGROUND TRAFFIC SIGNAL SYSTEM LEGEND TELEMETRY C I.. I lAitEN 61 N S UNK OW N I Y FUSE K IT & SPLICE KIT DETAILS LS S T M JUNCTION BOX DETAILS I oh x ADOPTED ADOPTED L TAI ADOPTED -F L tt rs th 1/8" Weld CTY OF CITY OF RENTON B d G d off D d . CITY OF RENTON y 11 `p rn ♦ J g d ♦ ya ♦ Pnttem before forming .i • to era Pleas St-d -d plan letters. O Standard plans iL : 1 ISf DATE 2 96 LSl' DATE: f 1 5 96 ILLUM NATION SYSTEM LEGEND N t N T I N C LST rL DATE: 1 1 / 89 DATE REVISION BY APPR DWG. NAME:: JR -06 _ SP PAGE: JO07 DATE REVISION BY APPR DWG: NAME: JR -12 SP'. PAGE_J013 DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: J01 6 3 0 I.. Tw2#0004 _ RECOMMENDED FOR APPROVAL BY �F:-.' -1�7 2E=2_ s/o7 /gg Y g B Y ' Q Z Z 0 U) AO 3 a' 8 E I I I I z I�� - s�teao of �S,, 4 - perat1861ERE0�� 90 qe -030730 eSS/ONAL ENO\ 7-30_� ASS /ONAL ENG� EXPIRES 9/5/99 E%PRtES O1 /31 /Oi TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 -112TH AVENUE NORTHEAST, SUITE 110 BELLEVUE, WASHINGTON 98004 TEL. (425) 455 -5320 FAX (425) 453 -7180 NO. REvism BY APPR DATE CITY OF RENTON PLANNINQ /BUILDIN!i /PUBLIC WORKS DEPARTMENT 7AMARON POIN 7E /k t UMINA TION DETAIL S RMH DATE 7130199 FILE No. 1L23.DWG DRAWN R CIE DHE SCALE row 000K_rA�e_ APPROVED SHEET 3 OF 3 C'na 7 —�c5o� /1fi; T- _ >:pcodV SCANNED FEB 15r- r �II O m Z Z 0 U) AO 3 a' 8 E I I I I z I�� - s�teao of �S,, 4 - perat1861ERE0�� 90 qe -030730 eSS/ONAL ENO\ 7-30_� ASS /ONAL ENG� EXPIRES 9/5/99 E%PRtES O1 /31 /Oi TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 -112TH AVENUE NORTHEAST, SUITE 110 BELLEVUE, WASHINGTON 98004 TEL. (425) 455 -5320 FAX (425) 453 -7180 NO. REvism BY APPR DATE CITY OF RENTON PLANNINQ /BUILDIN!i /PUBLIC WORKS DEPARTMENT 7AMARON POIN 7E /k t UMINA TION DETAIL S RMH DATE 7130199 FILE No. 1L23.DWG DRAWN R CIE DHE SCALE row 000K_rA�e_ APPROVED SHEET 3 OF 3 C'na 7 —�c5o� /1fi; T- _ >:pcodV SCANNED FEB 15r- r �II