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HomeMy WebLinkAboutzT-1869Set0 ?o 40 GO fl REVISION - o N ,c CU2B ¢ ��.N/ff /TE EOC�E ST,2 /PE a � S'BurTON sPAG/Nl, 4 tN/1 /TE E04E sTQiloE 71 y w Q d, I LEI,END CONST�PVCT /Oil/ NOTE � E,P o O GONST.PUCT T,P,4G` /C M.4,P,eiuy /N,oICATE,D !� CO�t/ST2UCT /SL 0{/O ST,? /�E gPjoeDr�,2 /4TE cl,"K O,- SAO PLgN /,G oETA /GE,O /�E,2EO.t/. Bt/T'TO,v SPgCIAle? AS /NO /C/�ITEO oN i°G/-7N 8" YEGLOIV /SGA,c/O C,QOSSHATG/ IIA14 i°EgR G /TY OP PE,t/TO,(1 67-,0 ,°LA,trs. ♦ 57, 01AAC? OET/� /L 415A19"l- x1oTE \ Ij T /7E 1'W1A1Cl,%/L ,eEFEPENGB FOR 71115 y" yEGGOGt/ sT2iPES THE 6,r1lU/A.4,20 5PECIF 1G.V71,0 16 FD,e POA,O Ac/0 ✓DAN T CH// ILIA EG ATiDN S,oAGG Aael04E 6,lA16T,P[1C7.10A1 /SSUE,o 6X THE W175111Ale rOAl gS ,D /.2ECTE,O BY EN41M! E6e �I /O" YEGGOpr/ FIGASTIC T.e9FFlG 0Z17,r0A1 STATE Da,,oae /1d"r OF T,2,9/1spoe71qT 1D,c1, EL7 17-/oN /9B¢ ♦ ♦ � PE,2 G /TY OF IeE.t/TO,t/ S40 101-9,c/S TFiE ST/JAE STyN0,4,?O Ss�EGYF /GAT /O,✓S EXGE�"T H!/IE,PE 1� T//EY M.4Y ,BE SuPLE,v/E,vTEp O e BY 1� oa L' /TY OF , M17-ON ST;O: ",,4G[ y0 Ile, ec/ A[[ WASEs OF wo",, S_ T clA15ET4 C BE7We6V 7; E t /NITS sET BYTi/E E,v4 /NEEe (A01` OX Gti To 9�1. �c /1/OTE EX /ST /sGANO /S Cot,CST,PzICTEO 044E2 1. /9cP ,eogow,gY Its- Sze oY P p yp- 001fil App JI O�CI 0� A,L WAJNIO � .. ✓0 /N EX /ST C,�f!!X/iUELIZAT /ON AS D /,PECT�,O � — 1 I 0Y ENh. /NEE�2 ® I ■ Bumildinci pprgve By .PEissuE,o 22o-s At ILE _� _ / wM E POPP ASSOCIATES 9YaA/NEG /ZATj0A1 /0LA� DESIGNED BY DATE TRANSPORTATION CIVIL ENGINEERS RENTONo ® DRAWN BY DATE DEVELOPED BY: E � H PROPERTIES BELLEVUE WASHINGTON III V cNeolcED sr DATE tj,6/so SHT OF I A I ! 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OET/� /L 415A19"l- x1oTE \ Ij T /7E 1'W1A1Cl,%/L ,eEFEPENGB FOR 71115 y" yEGGOGt/ sT2iPES THE 6,r1lU/A.4,20 5PECIF 1G.V71,0 16 FD,e POA,O Ac/0 ✓DAN T CH// ILIA EG ATiDN S,oAGG Aael04E 6,lA16T,P[1C7.10A1 /SSUE,o 6X THE W175111Ale rOAl gS ,D /.2ECTE,O BY EN41M! E6e �I /O" YEGGOpr/ FIGASTIC T.e9FFlG 0Z17,r0A1 STATE Da,,oae /1d"r OF T,2,9/1spoe71qT 1D,c1, EL7 17-/oN /9B¢ ♦ ♦ � PE,2 G /TY OF IeE.t/TO,t/ S40 101-9,c/S TFiE ST/JAE STyN0,4,?O Ss�EGYF /GAT /O,✓S EXGE�"T H!/IE,PE 1� T//EY M.4Y ,BE SuPLE,v/E,vTEp O e BY 1� oa L' /TY OF , M17-ON ST;O: ",,4G[ y0 Ile, ec/ A[[ WASEs OF wo",, S_ T clA15ET4 C BE7We6V 7; E t /NITS sET BYTi/E E,v4 /NEEe (A01` OX Gti To 9�1. �c /1/OTE EX /ST /sGANO /S Cot,CST,PzICTEO 044E2 1. /9cP ,eogow,gY Its- Sze oY P p yp- 001fil App JI O�CI 0� A,L WAJNIO � .. ✓0 /N EX /ST C,�f!!X/iUELIZAT /ON AS D /,PECT�,O � — 1 I 0Y ENh. /NEE�2 ® I ■ Bumildinci pprgve By .PEissuE,o 22o-s At ILE _� _ / wM E POPP ASSOCIATES 9YaA/NEG /ZATj0A1 /0LA� DESIGNED BY DATE TRANSPORTATION CIVIL ENGINEERS RENTONo ® DRAWN BY DATE DEVELOPED BY: E � H PROPERTIES BELLEVUE WASHINGTON III V cNeolcED sr DATE tj,6/so SHT OF I A I ! I A I A e i I i I I I$ I I I I I I I I I _I i i APPROXIMATE LOCATION OF PSPL POWER POLE. >IJ l 0 +00 1 +00 2 +00 3 +00 4 +00 BENSON 5 +00 ROAD 6 +00 7 +00 8 +00 9+00 I 10 +00 -# 2 + #3 + + *4 + + 3 +75 5+25 6 +75 8+25 2 s, , ° ter_ ew• . ° - •�- -= °Ta v- ,r�°rc-. -s °"s'°°'s°'s °� a.s -.� - - cRgDy - -4 - -- �qy \ JERSEY CURB AQ 30� 30'— IBS 18, 30 R/ BENSON ROAD TYPICAL CROSS SECTIONS DROP LENS COBRA HEAD 250 WATT HIPS, 240 V. MEDIUM SEMI CUTOFF, ill DISTRIBUTION ON 35' —Z O DAVIT POLE WITH 6' ARM CD EXISTING STREETLIGHT ® PEDESTAL PANEL ® JUNCTION" BOX WSDOT J -Ila TYPE I 2° C. 3 *4 ® 1.5 °C. 2 #8, 3 *12, 1 #10 GRND. 1.5 °C. 2 #8, I *10 GRND. ® 1.5° CONDUIT ONLY —Z O 80 FEET 400—" A I ADD JERSEY CURB L12 N0. REVISION D (3 86 pA��o w��yl�o ®21 8400. 130th N. E ENGINEERS; ulte REVIEWED: __L %! c� Gy� �'��� cr �i Bellevue, Wash. 98005 88f "� .i• PROJECT /OWNER 1 GRADY BUILDI FC /STERN �`{r4' TITLE DWG. T � `nHSL ���� BENSON ROAD STREETLIGHTII APPROVED: "o -� IIZ�I86 SCALE: 1 n 40' DRAWN BY: C.L.F. DRAWING NU PUBLIC WORKS DI CTOR DATE DATE: 28 'APRIL 1986 DESIGN BY: J.D.A. 1365 - E TREET LIGHT CONTACTOR CABINET & CABINET FOUNDATION L.A. CENTER TEST SWITCH a UTILITY PLUG STREET LIGHTING CONTACTORS FRONT VIEW PLAN VIEW SIDE VIEW CABINET EQUIPMENT 1. C.-I.- 2 .... 41.z A ...... ..... E...........•. .. I .... .. I .... ... ....... B, Hilt, ..... .I. N CABINET FOUNDATION e - .2". IC ...0. BOLTS =2' COOTENT&AAEA PLAN pp VIEW 11I . SIZE TO FIT CAM MET ISIZ OFIY ANNE FRONT VIEW SIDE VIEW STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPEID SERVICE 120/240 VOLT 13 A 131, MAIN 8 EAKER 2 POLE 240 VOLT BRANCH ^BREAKERS E 120/240 VOLT 0 VOLT 16 POLE J1 JEST A jW1TcH TYPICAL LIGHTING UNDERGROUND SYSTEM TO LUMINAIRE #8 BARE COPPER 5ROUNO WIRE TYPICAL DESIGN JUNCTION 110 FUSE KITS ' "P . ..... T' -p-RO. TO BL T' LEVEL LEVEL T SPLICE 1. "' IN L", C I, ' .11 CLEAR EPO" SPLICE- ITS- SE C OR 1O..A1 X ON .1 SIDEWALK ITS ALL THRU Cu.. Cu.. w IRE RUNS GROUND - U . LUG R I �A. I,—. P., E G SE-L DRAIN HOLE 2-(SIZED AS a 11 REQUIRED) 1. II II LIGHTING GRCUND II II Sys TO CONTAC- It PVC TO SYSTEM, II II II PVC CONDUIT II II SYSTEM CONCRETE FOUNDATION ii. ]' SO OR f'DEFII. FOR POLE EIGHT COPPER -CLAD GREATER THAN GROUND ROD 3'DEPIH FOR POLE HEIGHT 25 OR E__SS TYPICAL FUSE 9 SPLICES KIT FUSE KIT V 71u, ,US t—) STREET L—IIII. CONTACTORS WYE SPLICES, INLINE SPLICE SPLICE KIT CIRCUIT WIRES TO LIGHTING RUNS 1 WIRING COLOR CODE TO BREA PHOTO-CELL ROD MOUNTED ON A. WHITE JACKET (NEUTRAL) NEAREST B. BLACK JACKET (LINE) LUMIINAIRE C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE COPPER (GROUND) TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE 7 PAD NO ­4 1.0., VIEW SIDE ­10 TYPICAL JUNCTION BOX 'B* CONCRETE PAD L__ - j FRONT VIEW SIDE —W TYPICAL JUNCTION BOX 'C' CONCRETE PAD L FROMT VIEW SIDE VIEW JUNCTION BOX- DESIGN "B" 5/16"GALV STEEL COVER PLATE (DIAMOND PATTERNI zz C. *6 GALV A-LDED A -E LDOP GALV STEEL FRAME ANCHORED IN PLACE IDIA..N. PATTERN) 5E'TIQN A-A SECTION 8-8 .1411 We W­ET 111, ALLOY 1011,T4 r-0'11NC LOC BOLT FLUSH .(DINT T'11"11 ALUM. POLE 219 WALL ALLOY *063-1. INTIN GROUND FINISH W'T..'" ­T CIRCLE (4) I'BNC GALV STL. I ..2,0!00.1 N INDWAS-51 ABOVE FIN- 0. IS) . D... AGE !N I S II El AND S . sc.EW: B BASE FLAMGE ALLOY — ­4 WITH BOLT COVERS eS.S.GCRgIii411h_1_4 STANDARD 35' DAVIT POLE S74Z DECAL Nel OZ-e O PLAN VIEW S7-ARCIE-T- L 16,V7- STANDARD DECAL ,VL1M3_rq1A16 5y-5TEAf NOTE: CITY OF RENTON TRAFFIC ENGINEERING DIVISION WILL ASSIGN POLE INVENTORY NUMBER ■ i-O 7 . % CONCRETE PAD 4" THICK °o oOQe° °o \ ° °° e > ° 2 LIGHTING 3' % % A, % A A STREET LIGHT POLE- -JUNCTION BOX CONCRETE PAD 14. 4" THICK LIGHTING % INDIVIDUAL J. BOX CONCRETE PAD 811 LIGHTING STANDARD PANEL SCHEDULE R NO LOCATION�. ­ PEDES 7A L NO. REVISION DATE. JD- 21 ENGINEERS 1840' 130th N. E. Suite 15 fd 1201240 VOLTS PHASE _:3 WIRE Bellevue, Wash. 98005 885-2195 , SERVING: � STREET 1'1'GH'7-S BREAKER /00 AMP with MAIN : ­- CKTI LOAD DESCRIPTION KVA TRIP TRIP KVA LOAD DESCRIPTION L L CKT NO. Ili/ SCALE: AS SHOWN DRAWN BY: C.L.F. DRAWING NUMBER I AMPS 7 AMPS 4 �.30 _',30 DATE:28APRIL 1986 DESIGN BY: J. D. ARMSTRONG I 1365-E2 NO 1 157'REEr LIGHTTT-4 ',SAqRE 2 3 4 5 SPACE 6 7 8 9 to 2 13 ,RECEPTACLE 7ACLE , 14 15 0. 1 :1u0H7dNG'CONTROL 16 REMARKS : CONNECTED LOAD: �'45 KVA "AMPS DEMAND LOAD: /00%1__'� KVA APS ■ i-O 7 . % CONCRETE PAD 4" THICK °o oOQe° °o \ ° °° e > ° 2 LIGHTING 3' % % A, % A A STREET LIGHT POLE- -JUNCTION BOX CONCRETE PAD 14. 4" THICK LIGHTING % INDIVIDUAL J. BOX CONCRETE PAD 811 LIGHTING STANDARD R x AR NO. REVISION DATE. JD- 21 ENGINEERS 1840' 130th N. E. Suite 15 fd WAS Bellevue, Wash. 98005 885-2195 REVIEWED: op PROJECT /OWNER MAIN & GRADY BUILDING c _p_ rolN e DWG. TITLE DETA I LS L L APPROVED: Ili/ SCALE: AS SHOWN DRAWN BY: C.L.F. DRAWING NUMBER I / PUBLIC WORKS `i5(RECTOR 6ATE DATE:28APRIL 1986 DESIGN BY: J. D. ARMSTRONG I 1365-E2