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HomeMy WebLinkAboutTED4001624.78 i 00 , 29' LT. 6/GA/4L/5/6/V ,00L.E TYPE o-2Z MAST ARM 35 ' SEE FOUN,0,9i/O/V ,0ETA/4_ s9cET // i LLB LL1 INTERNALLY ILLUMINATED -51GN15 X k x I PRW I O 0 VAULT 23 � ONLY ONLY I �� n n 2 DEPRESS CURB ...................................... N. . . . . . GU2 6 NO RTH Iz = 50' A = (00039' I III L = 52.941 PLAN SCALI T=20' END 8" BARRIER STRIPE / 1 9 + 69 , 60' RT. P.R.C. i MATCH EXIST. CURB 9-1-GO, 55' RT. MATCH EXIST. SIDEWALK r NOTE UNDERGROUND UTILITIES ARE LOCATED IN ACCORDANCE WITH RECORD INFORMATION. CURB, GUTTER AND SIDEWALK TO REMAIN REGION NO. STATE I 30 r 10 WA G VALVE .•`"` PAVING LIMIT5 s- rNQ 20 C) STOP S1�13 _ .:......... ........................ r�:::::::1: W j.O .... - �.....M ....................... ...........................1�.. r..� .....::N W ....... N w....... W ...... 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I = 2 ..... . ......... ......... SCALE:I1 2 REI//SEU iY/R/HG sCf/E,O A0 3 .................. : . HORIZ. I - 20 ........ LOCHNER _ . . . . . . . . ... H.W. LOCHNER, INC., 301-116TH AVENUE S.E., SUITE 490 BELLEVUE WASHINGTON 98004 1`206 4543160 ) = NO. FEDER4_` PROJECT NG HES - 1292 (1) SHEET NO. 7 CONSTRUCTION NOTES wPLASTIC CROSSWALK STRIPE 8". 2 O PLASTIC STOP BAR /8'. 0 DOUBLE YELLOW PAINT LINE 4" - 4" - 4", WITH 10" TRAFFIC BUTTONS. 0 C 4'-. A,4ME MARKER TYPEI 4 7rWEzt Wf//TE •SEE ,aET�!/C" C PLASTIC WORD "ONLY". SEE DETAIL. lU PLASTIC RIGHT ARROW. C16, INSTALL PHOTOCELL FOR STREET LIGHT CONTROL ON LUMINAIRE 18 8"W1,QE APPROACH L/A/E (36C 4ETfI/,- T , "LL RELOCATE EXISTING SIGN TO BACK EDGE OF NEW SIDEWALK AT SAME STATION. 3 REMOVE EXISTING CURB INLET. 40 RELOCATE EXISTING FIRE HYDRANT. 43 ADJUST EXISTING MANHOLE. 4y ADJUST EXISTING MONUMENT CASE. 5U INSTALL STREET LIGHT CONTACTOR CABINET PER DETAILS. 51 PROVIDE AND INSTALL CONDUIT INTO POWER VAULT PER UTILITY REQUIREMENTS. COIL WIRES FOR CONNECTION BY OTHERS. 52 INSTALL JUNCTION BOX TYPE B. 54 CONSTRUCT BARRIER FREE CURB RAMP. OO RWTKE 8 "{AY/ZE f3AR,P/ER ,ST,Q/PE, tfW11Z, /YITy 4 ``X8" TRAFFIC 0/✓ERTERS C/>?EFLE� Ti RizECl EYE�Y OT.yER DivE TER SEE '6L,& /d SEE STRUCTURE NOTES ON SHEET 8 FOR DRAINAGE ITEMS. NOTE: REMOVE ALL EXISTING PAVEMENT MARKINGS BETWEEN STATIONS 0 + 90+ AND 11 + 70+ (SO. 7TH ST.). PROV10,6 ANo //VSTALL TYP,-- ZF041ND47/0/V � TYPE ,O jl ,,4ST 491�i / E 'PERw SDOT STANDARD PLAN J - 8 . M uNT THREE $/G145 WIRING SCHEDULE * I.ITJC T(1 Dc7 0 WIRE NOTE v CONDUIT PULLED IN OTHER WIRES ALREADY SIZE CONDUIT IN EXISTING'CONDUIT 1-1/2" (NEW) 2 #8 A2(- I 1-1 /2" 2#8,/iq1B,Bwec- (NEW) A1-1121I `.J) #,g, 3 !4- (,/(07U CELL) (N E A2- Z„ 3 A2' 1-1/2:: (N E W) 3/4-(PTO GEC - I2" 2#,6 (/SCUM. S/GN) (r1Ew) A3i (NE�t/� 4- #8 3 ( r3 r /Flo ,6giZE x ALL NEW CONDUIT SHALL BE PVC SCHEDULE 40, EXCEPT SCHEDULE 80 SHALL BE USED UNDER ROADWAYS. LUMINAIRE SCHEDULE LUMINAIRE IES NO. WATTAGE VOLTAGE CIRCUIT PATTERN 1. 3 5 250 HPS 240 VAC 1 M - S - 11 2, 4, 6 250 HPS 240 VAC 2 M - S - 11 HPS = HIGH PRESSURE SODIU;,1 VAC ;VOLTS, ALTERNATING CURRENT 0 OS r CITY OF REN TON D E P A R T M E N— OF PUBLIC WORKS S. W. 7TH ST. I M PROVE M ENTS PLAN 81 PROFILE /<k3P 10-29-87 DESIGNED A.R.C. K,,00 /0-�9-87 DRAWN P.N.N. CHECKED K.0,0. BY APPR. DATE APPROVED 2 r -- DATES �/7 I FILE NO. :1 : SCALE I = 20FIELD BOOK -PAGE SHEET 7 OF_ I I R of PUBLIC woBKs FERGUSON 8 SONS INC 81518 REVISION SCANNE® APR 2 2 ��'3^ 3B 111�;_